CC - Final Plat TIMBERLINE SUBDIVISION NO. 2 BOOK , PAGE
LOCATED IN THE NW 114 OF OF THE NE 114 OF SECTION 25, T.3N., R. 1 W., B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2020 °
0 0
o �
BASIS OF BEARING
J S 89022'15"E 2639.60'
24 __ __ W. VICTORY ROAD 2�Is
-- -- -- -- --
14COR.FOUND 470.20' - • -- -- -- -- - -- -- -- -- -� o 1787.11'
25 0 - ___ _
O ALUMINUM CAP 382.29' SCALE
-
PLS 13334 i787.i 2'
o ACHD R W INST. NO.XXXX PLS 12458 ( ALUMINUM CAP 60 0 30 60 120
M COR.REC.#2017-104125 ACHD R/W INST. NO.XXXX o 25' 30
POINT OF BEGINNING / COR. REC. INST.
°PLS 1422i I u, A A NO. 114024259
::� m
0 1 Oz •ooio� 333$09115 �\ ` \ \ o I Ir- N 89022'15"W III 3II 1,4.73' M j1 N 89°2 2'15"W 344.33'
I I ------•\\
11
FEETL 740N 89022'15"W 328.68'
A 5.0 � 4.93' N890 22'15"W 373.22' 1 INCH 6 0 FT
$ 111111 �
2 -7 . 69.46' 69.46' 72.12' NOTES:
o22 V ------ . . 0 60,00 60.00 71.1i' 51.88'
563 v-------- ___ --------- ---------- °; 32.50' 32.50' r--------, r________ r_______ ______- ------- _ 1. EASEMENTS:A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE IS HEREBY
RESERVED ALONG THE
°
S FOLLOWING:BLOCK 1 BLOCK 3 I o I
w (5 -TEN(i 0)FOOT WIDE ALONG THE PUBLIC RIGHT OF WAY OR AS DEPICTED
36 ` M h M I I
N v\ \ O �l I� vI IO ^ N co I�I WI I_ I
35 v I I I \ TEN(10)FOOT WIDE ALONG THE SUBDIVISION BOUNDARY OR AS DEPICTED
p 0 \ \rn n 37 I� . 38 I I I r\ +i n I o�l t o
Io ry l to MI 39 I O N I 1 N in W I I I I
20 o N o io I I 2 -FIVE(5')FOOT WIDE ON EACH SIDE OF INTERIOR LOT LINES OR AS DEPICTED
W 2
0 \ \ O O I I of l a I p ul O o f lO N I IO W I I \ 1
C7 g6„ �___ v�I I I I W I I w, n
cn Q I I I I I I z °o I z O N I`, 3r\
5' Typ I I o 10(TYP) - l z °o N o 4 N �? N'i I \ 2. A PERMANENT EASEMENT FOR IRRIGATION AND DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING:
1 a 5'(TYP)�I ( ) I I N l I I I I l I I I 5 m I \ TEN 10' WIDE ALONG THE REAR LOT LINES OR AS DEPICTED
o I I z N V- N 7 N V- 6 \ ( )
�� 9,1 -I I I I o I I o f I o f I., o ,
Y �I w `� 1 - L_ _-J L-______--J LL ���� �d' I I I I o I I o I I COP1MON LOT o I \ 1 FIVE(5')FOOT WIDE ON EACH SIDE OF INTERIOR LOT LINES OR AS DEPICTED
U O of �p 34 �� G� C''g 69.46' 69.46' 48.4T- z -----J L-__ 10.91' z l z l z' I \ 1
p m m l o Z I 44.41' CZ� I I I I I l a _� _ Q
Qsr61 N - N 89°22'15"W 196�52' o ° I P 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST
I w - • N 89 22'15"W 00.66SII. N I9 6 2 3 g>\ I I 5'(TYP TY ) I
u, 5'(TYP)-- ) 10( I g ESTABLISHED NORMAL GROUNDWATER ELEVATION.
--- ------------- N 89 22'15' W 261.45' N M 111 40'SEE 1 0 \
S 89°--- E I • C31 ��) _ C g° 9
L----------------J • W. CONTENDER DR M o \ `� g o c I�C46----- I I 1 NOTE 15 I 11 a
r- ------------- ` ' • 6go S Ig 51.98' ;7L11' L -------� 1 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION
O O
116.75' �\ O 3� N S 89°22'15' E 213 y0=----------- ° ---- _�' S O 3 GIr 3 N 89 2215 W 209.3 86.30' STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE SUBDIVISION.
I I � N S 89 22'15"E 54.53 N S 0g" 8' CSZ ° •
_ 107.94' 105.76' 48.23' Ego J'8\ - 9
I �� G�'- - -------- r I C21 2,O ��CI_6 W. CONTENDER DR S 89°2215 E 212.77' 1 4. IRRIGATION WATER WILL BE PROVIDED BY NAMPA-MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH
I u� 33 .� 1 i _ g'� N
N • I - 1 �6 i� I 1 6.30' ��38g F S0 - - • - - - -� IDAHO CODE SECTION 31 3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER
ui S 89°22'15"E 14.33' 23 50' 23.50' - I a o 24 1 f I I �8 89.86' ^Q 122.91. RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA-MERIDIAN IRRIGATION DISTRICT.
24 L---------------------J I 25 I uil I I I l o �o (l
a uNi 1 o I W I COMMON LOT j^ 23.50'123.50' I CI) S 89 22'15"E ^I S 89°22'15"E N 79.48"
W r----------;--------- M I I I I I o 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH
140.08 - ui d-I l 0 I I I I 44.01' �, Cg PLS 14221
k
S 89°22'15"E S 89°22'15"E I 10 TYP 11.98'--- ------ l W yL __---------- _ TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT
I- L------------------J L------------------J ( ) _ I I I I \s _ & 1
32 N c6 I -
lp r\l l N' W r------------------ N N M - I I I I N I i ( rn
m = r------------------ co 17 5' TYP >- rn
�^ W m I 129.50' 130.09' , I W I o I I 16 o 5'(TYp)y I ( ) I iv N Q N N I I 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY
I N N of I I I I M o - 0 1 0l N
S 89°22'15"E I W ^ M I I I I I M z o M l 18 I O '~ /
o �o I U o a rn . I o o } co OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION DRAINAGE ENTITY.
z L-------------------- � V o NI M I pl I I
O g w O a-I 26 I NvI a 23 j M a ^ �I ` I o , • N O I .. I W
--------------------� o z ^1 I I I l io `° a o - y "' I p 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22 4503 RIGHT TO FARM ACT WHICH STATES: "NO
I�10 TYP 140.08' m O I O . ^� m ^� I I I o o� o I z I o I
z ( ) I o , M I N W ^ I N W S89 22'15"E �t
O Zn O I I I 15 0 14 I U L------------ -J I _ AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A
I W W , L----------i L------- �__`� I N I I
c i 1°?I o S 89°22'15"E I R I + S 89°22'15"E = I- o NUISANCE PRIVATE OR PUBLIC BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
BLOCK 31 IN L______ _____JN L-_ ----� w Z 70.79' 73.12' I p In r-----------
u, ----------- I 106.89'
Ln z cn I u) I I I o NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE
p 10(TYP) ^r ------------------- r- -_____--_ co N J m r------o------------� -� I I I" I I BLOCK 2 I_ OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS
m S 89°22'15"E 129.51' 130.09' ------, "' ° O `-''' I S 89 22'15"E 143.91' ! I 25.00' 25.00' I a
p L--------------------J 2 0;l BLOCK 1 l: l o I' I� I co Cn
Jur) O1 I co N I N ^� �o I c�I 17 I°11 SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION
I M z o d I N I I C� " �. n
w ^ r------- ------ p (6 np I - I a o 0 o I v r\ I Q I µ O I _ I ui l OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
w I 140.08' ,�c, o\ o Oo 1 22 I z O I 18 o M--------� L--------J I °,
Q I i `\ 27 O cy `' I o I I o 63.30' 69.43' n I I~10(TYP) 458
- - I L--------10(TYP)12eI a i �,\ I cn O I "' I - ------------------- O 8. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR
w O O130 �� f\ I I o M S89°20'43"E 132.73' , PLS 14221_ __ THE TIMBERLINE SUBDIVISION HOMEOWNERS ASSOCIATION.
S 89 22-- E I q °23.50' 123.50' ---------------------� ^i I�I ' �� I `�---5 89°22'i5"E I I S 89°2 -- E C- I �, I I 1� N 89°22'15" W 10
p 0 I h ------J L------------------J ------------------
SI 1 `N
m 1 l 89°22'15"E j 105.46' C, -4.65 II �r,� 1 PLS 14221 9. LOTS 24,AND 40, BLOCK 1 AND LOTS 5 AND 7 BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED
L- ------------� • -----, r------------------ y �Q\ 143.78' l0 13 I� n1
r-------- I 1 129.81' �� C `� BLOCK 1 1 1 \`' °
z r , �F i 10'(TYP) 10 TVP BY THE HOMEOWNERS ASSOCIATION.
l 115.42' I I� ( ) \\ I`n --------------------J
19 o __ __ _PLS 14221 Oj D� 10. LOT 24 BLOCK 1 AND LOT 5,BLOCK 3,SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND
28 I o I 21 / I I o% PLS 14221 N 89°20'39" W 144.35' LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS,FOR PUBLIC UTILITIES,
\C (� nj 10(TYP) I o � IRRIGATION AND LOT DRAINAGE.
1 [n 29 A� C48 i I m I • S 89 22'15"E I,,I ip
L-----------------N W
co 1 -_ 15.22� -� \�, �R� ---------------- + 11. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT,INST. NO. 2018 105067
-I �10(TYP) - ------------------- 15.00' \ s / 119.26' I ^I
1 I __--_------- _ • • _____ 152.93' -- `
_ -- '-- i I 12. THIS DEVELOPMENT IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INST. NO. 114007668.
• S 84°44'29" W 128.00' N 88°08'13" W 183.15'� • - \
36.30' - > C49 Ly6i� 20 I^1 N TIMBERLINE SUBDIVISION NO. 1
• �,L a I Nb d BOOK 116 PAGE 17457 13. LOT 24, BLOCK 1,AND LOT 5, BLOCK 3, ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE
�v• - _ _ I I o SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE
KENTUCKY RIDGE ESTATES SUBDIVISION N�8° 1�5.-, --_jO' o EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND
BOOK 70 PAGE 7191 2553 W 3Yr.37, P)- N MASTER
INCE ASEMENT ATED EIN ND THE STORM WATERY THIS E AS IF SET FORTH IN FULL(THE"MASTER DRAINAGE SYSTEM ARE DEDICATED TO ACHDEPURSUA)NT TO
SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE
PLS 14221 ° LEGEND STORM WATER DRAINAGE SYSTEM.
-- -- -- SUBDIVISION BOUNDARY LINE 14. CITY OF MERIDIAN WATER EASEMENT PER INSTRUMENT NO.
SUBDIVISION LOT LINES 15. CITY OF MERIDIAN SEWER& WATER EASEMENT PER INSTRUMENT NO. 2019-028384.
- - - - - - CENTERLINE
CURVE TABLE CURVE TABLE LINE TABLE SECTIONAL LINE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE LINE BEARING LENGTH D�yAL LA�r�j
Cl 857.22' 248.25' 247.38' S 1302227"E 1603534" C27 48.50' 116.36' 90.39' S 1704234"E 13702740" -------------------------- EASEMENT
C2 305.45' 3.03' 3.03' S 5021'44"E 0034'08" C28 20.00' 14.31' 14.01' S 30031'01"W 41000'30" LI S 21°40'14"E 12.92
C3 857.22' 26.91' 26.91' N 20046'17"W 1°47'56" C29 20.00' 3.34' 3.34' S 05013'42"W 9034'09" L2 S 61°3457"W 24.12
C4 857.22' 26.54' 26.54' N 18059'06"W 104626" C30 45.00' 70.83' 63.74' N 45032'11"E 90011'07" L3 S 11°34'07"W 11.47 WATER&SEWER EASEMENTS
C5 857.22' 145.91' 145.74' N 13013'17"W 9045'10" C31 45.00' 35.42' 34.51' N 68004'58"E 45005'34" L4 N 0026'38"E 21.50 Qom+, CD
C6 857.22' 23.74' 23.74' S 07033'05"E 1°35'13" C32 45.00' 35.42' 34.51' N 2205924"E 45005'33" L5 45 1 W = @ FOUND 5/8"REBAR AS NOTED a, 14221 -to
C7 857.22' 23.66' 23.66' N 05058'03"W 1034S2" C33 21.50' 33.84' 30.45' N 45032'11"E 90o11'07" L6 S 44°27'50"E 34.45 112212020
' ° O FOUND 1/2"REBAR AS NOTED
C8 857.22' 1.48' 1.48' S 05°07'39"E 0005'57" C34 20.00' 17.80' 17.22' S 6305232"E 50059'27" L7 S 45 32'11"W 31.86 OF �9
C9 503.00' 105.05' 104.86' N 05032'30"W 1105757" C35 48.50' 51.02' 48.70' S 68030'54"E 60016'10" L8 N 44°2758 W 33.75 C
CIO 478.00' 61.08' 61.04' N 05023'07"W 7019'18" C36 48.50' 40.00' 38.88' N 57043'23"E 47015'16" L9 N 42°59 01 W 18.80 FOUND ALUMINUM CAP `�RL POR'��'�
Cil 478.00' 18.07' 18.07' N 00038'30"W 2009'56" C37 48.50' 40.00' 38.88' N 10028'07"E 47015'15"
C12 21.00' 33.06' 29.75' S 45032'07"W 90011'16" C38 48.50' 31.02' 30.49' N 31°28'50"W 3603839" 0• SET 5/8"REBAR/CAP PLS 14221
C13 528.00' 61.19' 61.16' N 1002229"W 603825" C39 20.00' 17.54' 16.98' N 24040'46"W 50014'47"
C14 528.00' 69.08' 69.03' S 0301824"E 702945" C40 20.00' 17.65' 17.09' S 24050'42"E 5003438" SET 1/2"REBAR/CAP PLS 14221
C15 21.00' 32.92' 29.65' N 4402753"W 8904844" C41 48.50' 33.17' 32.52' N 3003237"W 39°00'48" ( ) RECORD INFORMATION 2030 S. WASHINGTON AVE.
C16 100.00' 43.61' 43.26' N 76 52'40"W 24 59'11" C42 48.50' 85.72' 74.99' N 3904031"E 101 15'51"
C18 76.50' 25.33' 25.21' S 73052'1 2"E 18058'15" C44 48.50' 48.56' 46.56' N 22020'10"E 57022'12" 1 LOT NUMBER EMMETT, ID 83617
C19 100.00' 43.61' 43.26' S 76052'40"E 24059'11" C45 20.00' 17.65' 17.09' N 2504357"E 5003438"
C20 123.50' 53.86' 53.43' N 76052'40"W 24059'l1" C46 76.50' 8.03' 8.03' S 86021'48"E 6000'56" A,� (208) 398-8104
C21 76.50' 33.36' 33.10' S 76052'40"E 24059'l 1" C47 48.50' 162.04' 96.52' N 45054'31"E 19102521
C2 20.00' 31. ' 28. ' N 45032'02"E 90°ll'26" C48 48.50' 237.99' 61.60' S 89033'22"E 281009'04" FAX (208) 398-8105
C23 20.00' 31.3535' 28.2424' N 44°27'42"W 89049'07" C49 48.50' 237.99' 61.60' S 893322"E I 281009'17" � y
C24 20.00' 17.65' 17.09' N 24050'42"W 5003438" C50 528.00' 130.27' 129.94' S 0603737"E 14008'10"
C25 48.50' S0.65' 48.38' S 20012'49"E 59050'24" C51 478.00' 79.15' 79.06' S 04018'09"E 9029'14"
C26 48.50' 70.98' 64.81' N 51°38'00"E 83051'12" C52 76.50' 33.36' 33.10' S 76052'40"E 24059'11" l crud SuNeyir�y LLC
WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY., CHECKED BY: JOB#: DWG#:
1 OF 3 1/2020 JEC/AM CP 19383 19383-FP
BOOK PAGE_____.
TIMBERLINE SUBDIVISION NO. 2
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS
DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT.
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM
THE CITY OF MERIDIAN, AN IDAHO MUNICIPAL WATER SYSTEM INCORPORATED AND THAT THE CITY OF
MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334)
ACKNOWLEDGMENT
THE EASEMENTS AND PRIVATE ROAD AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE
RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS
DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID STATE OF
EASEMENTS. SS
COUNTY OF
THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC.
A PARCEL OF LAND BEING A PORTION OF RECORD OF SURVEY 8015, ADA COUNTY, RECORDS AND LOCATED IN ON THIS_ DAY OF , 2020, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND
THE NW 114 OF THE NE 114 OF SECTION 25, T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, FOR SAID STATE, PERSONALLY APPEARED MARK BAILEY, KNOWN OR IDENTIFIED TO ME TO BE A
MORE PARTICULARLY DESCRIBED AS FOLLOWS: MANAGING MEMBER OF BAILEY INVESTMENTS LIMITED LIABILITY COMPANY, THAT EXECUTED THE
INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT
BEGINNING AT AN ALUMINUM CAP MARKING THE N114 CORNER OF SECTION 25, SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
THENCE SOUTH 89022'15"EAST, COINCIDENT WITH THE NORTH LINE OF SAID NW 114 OF THE NE 114 OF IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS
SECTION 25, A DISTANCE OF 852.49 FEET TO A 5/8"REBAR/CAP PLS 13334; CERTIFICATE FIRST ABOVE WRITTEN.
THENCE LEAVING SAID NORTH LINE OF THE NW 114 OF THE NE 114, SOUTH 21°40'14"EAST, 12.91 FEET TO A
5/8"REBAR/CAP PLS 12458 AND THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE 248.25 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 857.22 FEET, WITH A CENTRAL NOTARY PUBLIC FOR IDAHO
ANGLE OF 16°3534", SUBTENDED BY CHORD BEARING SOUTH 13°2227"EAST, 247.38 FEET TO A 5/8" RESIDING AT
REBAR/CAP PLS 14221;
THENCE SOUTH 5004'40"EAST, 125.99 FEET TO A 5/8"REBAR/CAP PLS 14221 AND THE BEGINNING OF A MY COMMISSION EXPIRES
TANGENT CURVE TO THE LEFT,
THENCE 3.03 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 305.45 FEET, A CENTRAL ANGLE OF
0°34'08", SUBTENDED BY A CHORD BEARING SOUTH 5021'44"EAST, 3.03 FEET TO A 518"REBARICAP PLS 14221
MARKING THE NORTHEAST CORNER OF TIMBERLINE SUBDIVISION NO. 1, AS SHOWN ON FILE IN BOOK 116 OF
PLATS, PAGE 17457, ADA COUNTY RECORDS,
THENCE ALONG THE NORTH LINE OF SAID TIMBERLINE SUBDIVISION NO. 1 THE FOLLOWING(4) COURSES AND CERTIFICATE OF SURVEYOR:
DISTANCES:
NORTH 89022'15" WEST PARALLEL WITH SAID NORTH LINE OF NW 114 OF THE NE 114 OF SECTION 25 A I, CARL PORTER, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY
DISTANCE OF 106.58 FEET TO A 5/8"REBAR/CAP PLS 14221; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNER" WAS
DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND
SOUTH 3902333" WEST, 64.50 FEET TO A 5/8"REBAR/CAP PLS 14221; ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF
IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE
NORTH 89020'39" WEST, 144.35 FEET TO A 5/8"REBAR/CAP PLS 14221; 55-1601 THROUGH 55-1612.
SOUTH 0°3422" WEST, 112.86 FEET TO A 5/8"REBAR PLS 14221 TO THE NORTH LINE OF KENTUCKY RIDGE
ESTATES SUBDIVISION, BOOK 70 OF PLATS, AT PAGE 7191, ADA COUNTY RECORDS, Qi NL LA1�r�j
1
THENCE NORTH 7802553" WEST, COINCIDENT WITH SAID NORTH LINE OF KENTUCKY RIDGE ESTATES $� ��is G
SUBDIVISION, 311.37 FEET TO A 518"REBAR/CAP PLS 14221; O
CARL PORTER a P.L.S.14221
THENCE ALONG SAID NORTH LINE OF KENTUCKY RIDGE ESTATES SUBDIVISION THE FOLLOWING (3) COURSES 112412020,
AND DISTANCES: q 'OF
NORTH 88008'13" WEST, 183.15 FEET;
r9RL PORN�'4'
SOUTH 8404429" WEST, 128.00 FEET TO A 5/8"REBAR PLS 972;
SOUTH 61°3457" WEST 24.12 FEET TO A 5/8"REBAR PLS 972, ON THE EAST BOUNDARY OF THE KENTUCKY
RIDGE ESTATES SUBDIVISION,
THENCE NORTH 002628"EAST, COINCIDENT WITH SAID EAST LINE OF KENTUCKY RIDGE ESTATES
SUBDIVISION, 505.25 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 9.80 ACRES, MORE OR LESS.
BAILEY INVESTMENTS, LLC 2030 S. WASHINGTON AVE.
MARK BAILEY, MANAGING MEMBER
EMMETT, ID 83617
(208) 398-8104
y�yyy y yy-y FAX (208) 398-8105
WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY. CHECKED BY: JOB#: DWG#:
2 OF 3 1212019 JEC/AM CP 19383 19383-FP
BOOK PAGE_____.
TIMBERLINE SUBDIVISION NO. 2
APPROVAL OF CITY COUNCIL
HEALTH CERTIFICATE
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 , 2020 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 DEPARTMENT, EHS DATE
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED
THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT COUNTY SURVEYOR DATE
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT
COMMISSIONERS ON THE DAY OF , 2020.
PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE
CERTIFICATE OF COUNTY TREASURER
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
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 2020, A.D., AND WAS DULY RECORDED IN BOOK , OF PLATS AT
PAGES , THROUGH , INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
2030 S. WASHINGTON AVE.
1��yAL LA1�rd EMMETT, ID 83617
„ (208) 398-8104
a 14221 �,:5ZVIFOOyy FAX (208) 398-8105
a' 112212020
COF 1� Z-cr2d 5u��eyir�y LAC
9RL POR`��'4 WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY. CHECKED BY: JOB#: DWG#:
3 OF 3 1212019 JEC/AM CP 19383 19383-FP