HomeMy WebLinkAboutCC - Final Plat Sheets c]
W
H
_m
O
ct
J
H
U
F
v)
v)
o
3 SKYBREAK SUBDIVISION NO. 2 BooK , PAGE ul
s 4 N ST CORNER
PLS LOCATED IN THE SE114 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.,
LS
4431 4431
o CPF#2019-091022 CITY OF MERIDIAN ADA COUNTY IDAHO
W N
co PLAT NOTES W o
2022 o
J 1.EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
EREBY RESERVED ALONG THE
LLOW
U HEN(110)FOOT WID ADJACENTOTO SU DIVISION BOUNDARY AND REAR LOT LINES OR AS U N 3 s)o v c0
w N1116 CORNER DEPICTED o .m
O S 4 PLS 13550#201
CPF#201 -TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS X 0 o)
9-082460 DEPICTED p'� v T
v) _ _ _ ` SCALE -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED O O
°: -� 60 0 30 60 120 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING. m
E Ft
W h - - - - - -- - - - - \ -TEN(10-)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
o_ '" _ -FIVE(5')FOOT WIDE SIDE LOT LINES OR AS DEPICTED L
w E. BINGLEY DRIVE (PUBLIC) _ \ (FEET) 2.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,WHICH
r _- - 1 INCH=60 FT. STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE
ct -- - - _ \ OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE ,
F- - - -\ \ SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
(n \ ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME
v) S 89°47'08"E 119.66' \ IT BEGAN OR WAS CONSTRUCTED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN AL1j `J
d S 89°4T08"E 90.00' �3 0 __50.0_0'__ _40.00' 29.66_�C4 � �-1 SKYBRgyKs \ \� \ \ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
X o o i CS- UBpl OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
LJ I X' o o h I 1 --- C7 K-Y'1-P ISION \ \
r ° (� G•rX Nq I \ 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
O 1 ^wl 16 jo 1 b 1 /r-` CS \ \\ \ \ SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. w
a' I S 14 13 12 11 m \ \ a
o I m 3 iv v I '� 1 / h BLOCK 2 c9 \ \ 4.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN o
'O S 89°47'08"E 100.00' 1 N N N N o 9 y\ ° \ \ \ \ COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
//'
~ ^ 1' o o o o I �°o 3 8 oh 00 / /�910 \ \ 5.LOTS 2,15,26,27,BLOCK 2,LOT 105,BLOCK 3,LOTS 1,6,11,BLOCK 4,LOTS 1,6,BLOCK 5
w 17 to N °oo c vl m h o ;� q' / O \ \\ �' / AND LOTS 1,6,BLOCK 6 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE O
Z A Y P1 ja 7 i Oz 90�S6.?o \ ( OWNED AND MAINTAINED BY SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION,INC. o
O 0 U L_S89°47'08"E 100.00'-� °o I 2� 40.00' 24.10' C64 C65-J �-- h j ti '"~' / ' O ��� 4'?2Q• \ \ \ ~
U O o �'C5 - C66 _ I c� °O°' S� O (� \ \ 6.THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.2022-XXX. g
m r------------r m 68.60' `^ C67 l ti / 0 6 p`') / ,^�p400, '?] \ / \ a
F G] of 1' S 89°47'08"E 68.60' oN "' 898, /J�
of 1$ 0o C63 q '� / b / O .7 /\ 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,IN
C7 Qj jQ `y9 Cyti yp �n _ C6Z a' tib a0 ,y0 `�,N / \ COMPLIANCE WITH IDAHO CODE 31-3805(1)(b).LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
O Q' I S 89°47'08"E 100.00' 1 (J8 �'/ 68.60' C6=y` / h b / ya 00 m S\ \ TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK
F- W A� C55 C60 - b 4 ph i �0S O \ IRRIGATION DISTRICT. U
A8 3050 38_70' CS 'b a / /
w 19 la C�-_-- r- -- r---057_ 4`� / /
12 m' IV q 7 o I - - __CS \ • C61 q0p,` h i °b 3 / OO /q -6' o Bj\ 8.MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF u o
V' I. �' o. O I B b O / / '7 N
BLOCK 2 V m oo mo a Ir rn \gam '� a / qh /Oq' ?8 THE LOT OWNER,UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE w a
F- Z N O BLOCK 4 ti i h n �Op? `q bti° �1 2 60' \ \ \ J \ \ ENTITY. o
N ¢� L-S89°47'08"E 105.00'-J-P.
? w 'D - 20.5'20.5' 3 3 1 3 1 ti 'V / LL'1J 90 h i a i ao F'/^� o, �30p,
m w e r--------------� o 2 N 3 1 4 s� 1 o YA ��� IS 00I / b / b j q O/ �\ 9.THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2021-119175.
v) wry of Io 1A h 1 � 11 1 L O '596, / a~ /o^• , Oq/ /L72 �jli z
= o c o1 0 0 I N l 5 3 a jt'S \s` ti b G v o `?oo 9T\ w
2B Id '� ^ 1 o y 1 6 • v T 13\23 �Op>J c.) / 'V .Q. b S�/ C O' • �J 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND SKYBREAK
o vo o ° I ti / 6) / �7/o p / O COMMUNITY ASSOCIATION,INC.UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT
w m e W N 89°4T08"W 105.00' I "' o 0 1 T. o I 23S, 'o jI �' dl / , , p / O
O Z I - � o �^ I �^ r � 1 0 � /d,(S' V 56g° r6.9�.I gg / 4 Q �' o�O '105 q`'� BLOCK 3/ 00 IS NOT COVERED BY AN OCCUPIED STRUCTURE SAID GRANTOR OR SKYBREAK COMMUNITY
N 1 I �- - h' ASSOCIATION,INC.MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION
50.00' 45.00' L__ li i ti v OBIT,. UB �' L13 `GO ,fib / S` i O \
O 01 to p. 9S �C/\ MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS
H o1 21 10 `'I r-S 8919708"E 105.00'-� r_- 5p�_ 3 / 98' Oh' S6� • 0% b 104 ��� IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH p
Q °O p1 1Q I 1 I 578°41, 0'-I n , a / o / THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE z
U O -N89°4TOS'W 105.00'-J W of 10 I 43"E "0 ,p L, ^+ 32 '� / b / O
15 io I 112.6p-_� �o v/ �` COMMUNITY DOCUMENTS.THIS EASEMENT INCLUDES,WITHOUT LIMITATION,RIGHTS TO INSTALL, w
O r M hi pn rvl I U I I1 p J DETAIL A 691 • �- (\ / tib OPERATE,MAINTAIN,REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND rr
O lol 10 Ole 1 hi I I I I SEE SHEET 9 i b RELATED EQUIPMENT AND FACILITIES.
of 22 to Z r+ L-S89°47'08"E 105.00'- �1 7 �M �_ rro \\ 61 sho / DESIGNED: C. GRAHAM
�' Pi IP " °� r--------------, 1 I V g /v BLOCK 5 l O0Z .�'8, 11.THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE
O 1 N89°47'08"W 105.00' I F" "' 1 r__ - 79°1p y DRAWN: L. HAASE
z Q = ' "� • RECORDED A7 A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.
x I ►7 `-^rO.� �_N 89°4T08"W 105.05'-, ,^I IOS lq____ E 11q,b3• V
L'� c, o of 14 io • 12. A PORTION OF LOTS I&6,BLOCK 5 AND LOT 1,BLOCK 6 AND A PORTION OF LOT 2,BLOCK 6 CHECKED: C. GRAHAM
Q of to 0 o hi - r--------------,'•, • '- h L 86 O.
w m o1 23 10 0 I IU 1 -"10 I ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM.THIS LOT IS
m v %� NI ^� 10 'o 9.49'- o V DETAILS •
x IP �^ � S 89°4T08"E 105.00'w, pl I- U ;°I 10 1 --, U �O h ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT APPROVED: C. GRAHAM
�n Y r_N 89°4TOS"W 105.00'-J of $ I� ti rv1 10 ty I I e U SEE SHEET 2 RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND
Z Y m ----- of a oil Ih N n
w r______________� 1 f-------- uil �nl Iv ,.�I 1 01 Iti U 15.00' • INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT"
O nl I� ( )'
mm I of la I_ L v ,'> I-S 89°47'O8"E 105.00'-J I Z 1 C� S 89°4T08"E 104.80' THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
? 01 to 0 0 -589°4T08"E 105.00'-� 9.00' m PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE OPERATION AND Z PREPARED FOR:
01 24 P Qi 13 oiQ o r--------------� i n
p I 01'^ r f I L N 89°4T08"W 105.00'- u I MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
O N89°4T08"W 105.00' 1 1 oI 1 W Ie 1 1- 1 ,. _ G20 LLC
LN 89°4T08"W 105.00'-zJ of 9 to - �' 9 ^lo r-------------- 23.5'23.5' vi 2 to MINIMUM OF I2-INCHES ABOVE THE
Q v 1 r 13.THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MI PO BOX 593
w 1 1 cl Iv e¢ e h1 ^'h - I oil 1`^ HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION
Ld of 1-. r--------------, h1 1h h rp N h N1 0' 3 to h1 1
POB h �' EAGLE, ID 83616
01 25 1Q 4 BLOCK L-589°9T08"E 105.00'-J d1 1d U �-589°9T08"E 105.00'-�
r h 1 L-S 89°4T08"E 105.00'-J 1 hi I`^ 14.THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST.NO.2022-XXXX.
Z 1 C46 1 20.5'20.5' M1 1 ° ' ______________�
L______________ �_ O r_______-___-_yam 1
Q L19 Ll N89°47'08"W 105.13' (•� n� 12 1^ r--------------, A o NI -N89°4T08"W 10500'-� 1 BLOCK �_ I5.THIS SUBDIVISION IS SUBJECT TO A WATER EASEMENT INST.NO.2022-XXXX.
0 o TI a I to al $ �n 1p .'7 0 0
ol, r______________� of to
U W ^ 0 26 of i F of ^io I 0.1 3 d
J n C` I I 16.THIS SUBDIVISION IS SUBJECT TO A PRESSURE IRRIGATION EASEMENT INST.NO.2022-XXX N
J N o N N89°4T08"W 111.3T \ ��' .,y^ 06,0p'` I o1 IB I o1 I I-
N oo v� _---J `^1 I� L Zi of 4 10 �^ -S89147'08"E 105.00'-"
N \ -S 89°47'08"E 105.00'-
y d-N 60.00' 51.37' - ,q 1 h1 h ______________
� vj o 27 r______� r__--__1 n h 73�6, L--\ 1 23.5'23.5' r______________J 1 ti O r ,
O p _ ` `� ` O 4.7"' 12.33' I a I- U
��. • 1, EZI - IOzg �°' • �-589°4T08"E 105.00'-�
0 16 - IU o BLOCK 5 r--------------J �LK N of 4 Ip N
w - Z \ of 1 O - 7 11 l ,� r\I OI Io UNPLATTED ce
O
16 BLOCK 2 ti 2 ti n I W
~ �' • °o �I 2$ -• ) �43 \ zl3 6 Cry 1N o1 16 ti .�.
v) m C' o 1 / �-3q,6 0z, 1� • , 7 I� of 10 a' -SB9147'08"E 105.00'-"
-�I Q s REFERENCES
l b r-SO h 43„ IP U) -
LL
>_ � ' � 29 � e � l -moo' - ti � E as 1 1 1 °, r--------------f
\ 25--27.96' L-----105.00'____-J O
W731 - v o1 to O RI) RECORD OF SURVEY NO.12358,INST.NO.2020-064652 0
l 538, 6y3„ • - of 5 to O il
o p - W 37 S 89°4TOS"E 132.96' - 1 vl 1c R2) RECORD OF SURVEY No.8839,INST NO.110086926 w
/ p 7 53 '
CI v� l 30 / ^�Sy Op, 8' - I 6 v DETAIL C tr R3) RECORD OF SURVEY NO.1963,INST.NO.9148338 L (n r
C.)'\7\1 l ;� l i i I �' 16Z h.63' 23.5'23.5' 1 1 CBNS ll
/ 0 1 31 / l b S Ely4+♦.�-''°6' /SEE SHEET2�") L_S89°47'08"E 105.00'-J 1., '� R4) RECORD OF SURVEY NO.8838,INST.NO.9118798 7 Z
W \ b , I q i ; -000• "Cjf9R C26' �,0 -326, �. RS) KEEP SUBDIVISION,BOOK 119.PAGE 18374 O L
d 5 4 C12 / h 1 0 1 1 l l ) r 5 T 17 \ h 1 6 C, O RE) DERRY SUBDIVISION,BOOK 108,PAGE 1516 Q L.L.I
r \ \ 0•p• / i `�° i ti 32 i / b 1 1 `_qo�. 1yrvo o ! C16 y 11574 R7) VANTAGE POINTE SUBDIVISION,BOOK 80,PAGE 8575 O J W
d 114 CORNER \ \\ S-,-, / °j 1 ,a I 33 / l / -/ r'sv oo' �pUBLIC\�h czo 'p 4/13722 RR88) WARRANTY DEED INST.NO.2-0-0-413 T
W ILLEGIBLE l l 1 1 "I I 1 �- O _ C19 0• Q� ) WARRANTY DEED INST.NO.2020-088736 \N y
CPF#111066377 \\- N''?16g 0 I i b i / ti i z7p• C18 • -�--_C1=_ o ✓�, 0F l R10)SKYBREAK SUBDIVISION NO.1.BOOK XX.PAGEXX Q / N
n \ 3 W ISS2S, 2476' c 34 ;/ i a i ; \czi cz9 czl •e FI BUGl� Q W
z \ \' •�S6Z \ i �° i 35 / i I `C23-- c2z as - c1413 ^1� SEE SHEET 2 OF 4 FOR LINE/CURVE TABLES, DETAILS&LEGEND O m Q
w \ - ss� i i o a o a ------ _, Cz W _^j
Z 1..V
/ I N N P 1p N
/ W I 1 1 0, 1
\ \ \ \ 0 37 W o 2030 S. WASHINGTON AVE.
n \ N6 saw e 38 w 39 40 c Q ze, ti w 41 I EMMETT, ID 83617 L J Q a
QP\ so P / q BLOCK 2 v i N
(208) 398-8104bi -
\ Z ' N � I ,�/TOOT FAX(208) 398-8105 5~ }
J UNPLATTED \ g3gl' I i_ `�.�/
\ 68.42' 68.9Z' 37.62' I 0.
N 35' • - • 50.19' �
y \ N 88°39'06"W 186.10' s4.zo / / / V)
o \ N 84°99'94 W 116 83 • \ \ L Gfn�SU ey/ �, L L G WWW.SAWTOOTHLS.COMLLJ
\ 35' - \ CL
� - - _ \ SHEET: DATE: DRAWN BY: CHECKED BY: �OB#: IDWG#:
\ - 1 OF 4 412022 AR JB 122138 122138-FP
_J
U
N
O
(`I Q CSW PROJECT NO. 22001
p DRAWING DATE 06/02/2022
r
of a
a
d Q
O
U
U ■
F
W
H
_m
O
ct
J
H
U
F
co
co
SKYBREAK SUBDIVISION NO. 2 BOOK , PAGE
0 LOCATED IN THE SE114 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.,
W CITY OF MERIDIAN, ADA COUNTY, IDAHO J W l E
o
N 2022
C
�N3 ��
�m ��
0 1 oo
O X Q c
Z p N T
O m w �
v) u
cn DETAILS 12 CURVE TABLE a p Ga
Of W 1 INCH = 40 FEET CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH m E
o_ \ CI 250.87' 551.50' 26°03'48" S 76'45'14"E 248.71' i
C2 21.75' 429.50' 2°54'05" N 79°0245"W 21.75'
2t 237.83'
w A\j•� C4 12.88' 551.50' 1°19576 S 89°0710"E 12.82'
L1Q `9fC�T, C5 49.62' 551.50' 5°0920" 585o52'31"E 49.61'
(./ C6 49.61' 551.50' 5°09'16" S 80°43'13"E 49.60' ,
� C7 49.58' 551.50' 5°09'04" N 75°34'03"W 49.57'
C8 49.53' 551.50' 5°08'43" N 70°25'09"W 49.51'
Ld Q v C9 39.70' 551.50' 4°0727" S 65o47'04"E 39.69'
56•
3o �f tj \ L� CIO 45.91' 237.83' I1°03'32" S40°40'11"E 45.83'
CI I 73.32' 237.83' 17°3946" N 55°01'50"W 73,03'
`S6go� FI� I6g ��T C12 23.60' 237.83' 5°41'08" N66°42'17"W 23.59'
(f' L C13 92.46' 429.50' 12°20'03" S 83°45'43"E 92.28'
/ 81�'. , C14 54.30' 429.50' 7°14'38" S 84°07'06"E 54.27'
S c� V C15 16.41' 429.50' 2°11'20" S 88°50'05"E 16.41'
l S6goO8�� g g8' \ \ \�S'f C16 89.77' 470.50' 10°5556" S 83°03'40"E 89.64' o
T C17 96.87' 450.00' 12120'03" S 8314543"E 96.68'
rr/ `C �Q1 L�r C18 145.30' 500.00' 16139'02" S81°36'l4"E 144.79'
cf)z �'l I 1 I2.48 `moo vti \ y�, SCALE C20 117 27' 500.00; 13°26'17 S 79159'52"E 117.00'
DETAIL B 60 0 30 60 120
/ J \�� C21 151.26' 520.50' 16°39'02" S 81°36'14"E 150.73' 3
O 1 / 6, rr C22 33.62' 520.50' 3°42'Ol" S 88o04'44"E 33.61'
U / s ,?04 L.fj-y C23 50.33' 520.50' 503223" 58302732"E 50.31' g
/ 1 �� 1,9 FEET) Q4 50.02' 520.50' 5130'22" S 77156'09"E 50.00' a
BLOCK 5 / F I INCH=60 FT. C25 17.30' 520.50' 1°54'15" S 74113'51"E 17.30'
867 • C26 70.70' 479.50' 812654" S 77130'10"E 70.64' z
ct t_ C27 34.16' 123.50' 15150'46" S 08°0875"W 34.05'
O -� ^ �' v_)I C28 28.81' 100.00' 1613025" S 08°28'04"W 28.71' j
F- (� �• C29 20.03' 76.50, 14159'53" N 07°4249"E 19.97'
w C30 108.72' 276.50' 22131'43" N 11 12843"E 108.02'
12 C31 30.02' 276.50' 6°13'12" N 0311928"E 30.00' O
DETAIL A 20' C32 69.61' 276.50' 14125'29" N 1313848"E 69.43' a oN
�
coC33 9.09' 276.50' 1°53'02" N 21°48'04"E 9.09' o a
(n ^ T C39 127.20' 323.50' 22131'43" N1112843"E 126.38'
Li
z UI S89o47'08"E 104.94' C35 5.42' 323.50' 0°5739" N0014141"E 5.42' Q
<n C36 54.43' 323.50' 913822" S 05059 W'42" 54.36' Z
C37 67.35' 323.50' 1115542" S 16146'44 W 67.23'
2 C38 37.84' 29.50' 7312935" S 3613156"E 35.30'
L� BLOCK 6 LINE TABLE C39 28.55' 29.50' 5512642" S 4513322"E 27.45'
C40 9.29' 29.50' 18102'54" N 0814835"W 9.25'
O LINE BEARING DISTANCE C41 64.13' 50.00' 7312935" S 36031'56"E 59.83'
------ Ll S 89°47'08"E 30.00' C42 90.43' 70.50' 73129'35" S 36131'56"E 84.36'
L2 N 45°12'52"E 14.14, C43 15.45' 70.50' 12133'16" S 67100'05"E 15.42'
L3 N 6215326"E 33.77' C44 44.77' 70.50' 36123'10" S 42131'52"E 44.02' z
DETAIL C L4 S 63-4320"E 23.72' C45 25.91' 70.50' 21°03'36" N 13°48'29"W 25.77' j
L5 S 26016'40"W 41.00' C46 4.30' 70.50' 3129'33" S 01131'54"E 4.30' w
0 a L6 S 12124'18"W 41.00' C47 46.34' 29.50' 8915949" 5 4511252"W 41.72'
"4 L7 S44°14'Ol"E 22.82' C48 21.30' 29.50' 4112235" S69°31'29"W 20.84' DESIGNED: C. GRAHAM
r L8 S 49°15'l1"W 22.45' C49 25.03' 29,50' 48°37'14" S 29°31'35"W 24.29'
p a L9 N 71°21'11"E 23.07' C50 78.54' 50.00' 90100'00" S 45112'52"W 70.71'
L10 S 36101'46"E 32.65' C51 110.74' 70.50' 8915949" S 45112'52"W 99.70' DRAWN: L. HAASE
Ld LLl �. Ll l N 27°53'05"W 26.66' C52 49.46' 70.50' 40°11'39" S 70°06'57"W 48.45'
<n _ L12 N 71°16'40"E 14.14' C53 35.28' 70.50' 28°40'27" N 35°40'54"E 34.92' CHECKED: C. GRAHAM
Ld I I 5 I N �., L13 N 80126'24"E 26.66' C54 26.00' 72.07' 20140'18" N 10154'00"E 25.86'
7 I I I L14 N 69°30'37"E 22.61' C55 135.81' 429.50' 1810701" S 8014337"E 135.24' APPROVED: C. GRAHAM
BLOCK 5 I rN d L15 524126'07"E 22.56' C56 11.90, 429,50' 1135'14" S88°59'31"E 11.90,
p \\ -- S 89°4T08"E-------- o L16 N 31°1228"W 23.22' C57 67.21' 429.50' 815757" S 83°42'56"E 67.14'
L17 S 61°19'06"W 22.68' C58 50.09' 429.50' 6140'55" N 75°53'29"W 50.06'
LIS S68°39'19"E 10.44' C59 6.61' 429.50' 0°52'55" S72°06'34"E 6.61' Z PREPARED FOR:
Q 27.27� 18.08' z L79 S 89°4T08"E 43.00' C60 204.70' 450,00' 26°0348" S 76°95'14"E 202.94'
// L20 S 25°03'30"E 15.62' C61 20.75' 450.00' 2138'30" N 6510235"W 20.75' LO G 2 0 LLC
(IfO Li N� 0 6 V 1 79� w L21 N13°36'19"E 39.8T C62 183.95' 450.00' 23125'17" S78104'29"E 182.67' r PO BOX 593
w 4 �' 3�j6. �2.38' ' L22 S 22°44'35"W 53.72' C63 214.03' 470.50' 2610348" N 76°45'14"W 212.18' r ,
N�'LEI� [ 43 w Cz / lz� L29 522°4'35"W 1570' C65 15.94' 470.50' 1°5627" 588°48'S5"E 15.94' U EAGLE, ID 83616
z A�LT 6 L25 N16043'17"E 34.64' C65 40.15' 470.50' 4°53'21" N85°24'01"W 40.14' Z)
Q ��l�E �� �� L27 N 61°19'06"E 4 75' C67 40.09' 470.50' 4°5254" S 7S°3T46"E 40.07'
•
L28 S 18°4320"E 14.14' C68 40.05' 470.50' 4052'40" S 70145-00"E 40.04'
U T L29 N 26°16'40"E 34.55' C69 37.68' 470.50; 4-35'20" S 66101'00"E 37.67'
�zl C) _ L30 N 16°43'17"E 28.,'5' C70 79.07' 323.50' 14°00112" S 07112'58"W 78.87' Z
N - C71 37.69' 323.50' 6140'32" S 10o52'48"W 37.67' O
(ifC72 41.37' 323.50' 7°19'40" S 03°52'42"W 41.35'
O C73 136.47' 300.00' 26°03'48" S 13°14'46"W 135.29'C74 31.98' 300.00' 6106'24" N 23013'28"E 31.96' U
C75 104.49' 300.00' 1905723" S 10011'34"W 103.96'
H C76 56.35' 276.50' 11°40'33" S 06°03'08"W 56.25'
v1 C77 45.81' 276,50' 9°2934" N 07°0838"E 45.76'
J C78 10.54' 316.84' 1°54'18" S 01018'22"W 10.53' n1
LL
> C79 117.96' 300.00' 22131'43" N 11 12843"E 117.20'
U C80 I 14.09' 276.50' 2155'12" N2117639"E 14.09' 0 O
LEGEND C81 50.81' 276.50' 10131'45" N 06137'32"E 50.74'
o W Z
SUBDIVISION BOUNDARY LINE 7 Ln N
[Ld ifLOT LINES O�// Z W
do ____ ____ LL C)
SECTIONAL LINE J W
d CENTERLINE N_
PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT
Q (/1
N - - - - - EXISTING DEED OR LOT LINE Q Lu
aO FOUND 5/8"REBAR/CAP PLS 11579 OR AS NOTED
m J
Ld ■■ FOUND ALUMINUM CAP Z W
FOUND 1/2"REBAR/CAP PLS 11574 S i
O N
of
Z ® FOUND 1/2"REBAR/CAP PLS 11574 y�CSNS G'? 2030 S. WASHINGTON AVE. p
(D SET 518"REBAR/GAP PLS 11574 04 11574 oLn W Z
SET 518"REBAPICAP PLS 11574 EMMETT, ID 83617 W Q a
F • SET 112"REBAR/CAP PLS 11574 °" dl 4/13/22� %Sk (208) 398-8104
U CALCULATED POINT 9 'OF FAA X 208 398-8105 O°
1 LOT NUMBERcf) � V V BE A�1'�� FOO� ( )
1' ACHD STORM DRAIN EASEMENT-SEE NOTE 12ct
w
L L C WWW.SAWTOOTHLS.COM a
uj SHEET: DATE: DRAWN BY:I CHECKED BY: OB#: DWG#:
2 OF 4 412022 AR 3B 122138 122138-FP
_J
C
U
Q
N
O
N Q CSW PROJECT NO. 22001
p DRAWING DATE 06/02/2022
of
L
a
d Q
O
U
U ■
F