HomeMy WebLinkAboutBurnside Ridge Estates No. 1 - Final Plat BURNSIDE RIDGE ESTATES SUBDIVISION NO. 1 BOOK , PAGE
A RESUBDIVISION OF A PORTION OF BASSLIN RIDGE ESTATES SUBDIVISION AND PORTIONS
OF THE NE 1 /4 OF SECTION 26, T3N, R1W, BM, CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2026 LEGEND
BASIS OF BEARING S89'06'48"E 2655.70' ® FOUND ALUMINUM CAP MONUMENT
POINT OF ® FOUND 5/8" REBAR WITH PLS 11118
COMMENCEMENT PLASTIC CAP, OR AS NOTED
CP&F INST. NO. SET
2016082931 1/4 CP&F INST. N0. ® 5
2019-115457 PLASTIC CAP
_ _ _ 1327.90' W. VICTORY ROAD E 1/16 _ _ _ 1327.81' SECTION LINE 23 24 0 CALCULATED POINT
POINT OF 44.00' S89°06'48"E 1327.91' So'32'40"W 44.00' - - SECTION LINE
BEGINNING - - - - - - - - - -
DETAI
20.00' N89°06'48"W 1187.87' N44°16'59"W L A: 1"=30' I6 25 CENTER LINE_-_f I SURVEY TIE LINE
I
56.79 �;
SUBDIVISION BOUNDARY LINE
1q LOT LINE
ADJACENT PROPERTY LINE
Q 0' 100' 200' 400' 18 LOT NUMBER
SEE SHEET 2 3
w o
J � ¢ I I SCALE: 1" = 200'
N I NOTES
I o Q
N N89°06'38"W Z LL_ I I 1.UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT
2 921) vi o ¢ EASEMENT FOR PUBLIC UTILITIES,BURNSIDE RIDGE ESTATES SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE
\ NO°53'22"E o I IRRIGATION AND LOT DRAINAGE OVER THE TWENTY-THREE(23)FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT
SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
37.00 L1 g E� I Z I 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT
L17 N w• SMOK o EASEMENT FOR PUBLIC UTILITIES,BURNSIDE RIDGE ESTATES SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE
L16n M N I Ln IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN
J (10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
o loin
3 I `-� LO 3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE
�w p I � TIME OF THE RESUBDIVISON.
i 4 4.THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE NEW YORK IRRIGATION DISTRICT SERVICE AREA
z o I I (208-378-1023). IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH A PRESSURE IRRIGATION DELIVERY
V) I SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION 31-3805(4), IDAHO CODE.THE PURCHASER OF EACH LOT
SHALL REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY THE NEW YORK IRRIGATION DISTRICT.ALL UNPAID IRRIGATION
I ENTITY ASSESSMENTS ARE A LIEN ON THE LAND.
I
5.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE
w APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL
z r UNLESS A GREATER EASEMENT EXISTS, IN WHICH CASE THE EASEMENT SHALL GOVERN THE SETBACK
C�v o I 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT
G OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
N UNPLATTED UNPLATTED
7.BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH
SEE SHEET 3 FND 1/2" PIN, I GROUNDWATER ELEVATION.
REPLACED S89'09'02"E 472.94' 8.LOTS 1,4,AND 9 BLOCK 1;LOT 1 BLOCK 2; LOTS 1, 15 AND 19, BLOCK 3; LOTS 1,9,AND 18, BLOCK 4; LOT 1, BLOCK 6;
rn y w L2 LOTS 1 AND 14, BLOCK 7;AND LOT 1, BLOCK 8 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BURNSIDE
N I 4P o `o RIDGE ESTATES SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS.SAID LOTS ARE COVERED BY BLANKET
- _ Q CP&F INST. NO. Sri EASEMENTS FOR PUBLIC UTILITIES, DRAINAGE,AND BURNSIDE RIDGE ESTATES SUBDIVISION HOMEOWNERS
CALKINS LATERAL Pcc� NE93,24 W BLUE DOWNS ST.co z J CP&F INST. N0. ,n ASSOCIATION PRESSURE IRRIGATION.
N / S89°09 02 E 798.09 1/16 SECTION LINE IS 2019-115458 N 9.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO
rn e „ ��'� G S' ¢ N 1/16 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,
31: N N42 3413E �2L14 FND 1/2" PIN, Z * * PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES
37.00
' REPLACED o SEE DETAIL A AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS
M L11 SEE SHEET 3 a 1 h NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION
N I UNPLATTED \ L1 N 1 p SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
L9 o vi \ /I o OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF.
W. SMOKEY LAKE DR. w
w 10.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN,
N56"23'35"W 0 RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO.
76.00',� I 11. LOT 4, BLOCK 1; LOTS 1, 15 AND 19 BLOCK 3; LOT 9,BLOCK 4; LOT 1,BLOCK 5;AS SHOWN ARE SERVIENT TO AND
N7g 4 SEE SHEET 4 CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED BY
LINE TABLE
N75'43 08 W 2 39"w s, I N THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS
LINE LENGTH BEARING 73.60' 175.22' INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE
' " N89°08'51"W 858.60' I AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE
15439'
L1 185.07' SO'37'16"W N76°59'41"W �C8 �y . W SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE
L2 55.00' N89'09'02"W 118.61' �� '9j)O 54 I MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
u ti S89°0916 E10
12.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE
L3 1.44' S19°03'02'W SEE SHEET 2 FOR ADDITIONAL ,���,� ,' �� 43.75 BASLIN RIDGE ESTATES SUBDIVISION I � AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO.
L4 8.26' S11'06'37'E LINE AND CURVE TABLES s�-`9�y 9f' QQ�' � BK 64, PGS 6469-6470 13.THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR
\ o (D U-) I BURNSIDE RIDGE ESTATES SUBDIVISION,TO BE RECORDED IN THE OFFICE OF THE ADA COUNTY RECORDER.
L5 1.57' S19'03'22"W CURVE TABLE �Q�o Q`1`P p ^ I 14. DIRECT LOT ACCESS TO S.LINDER ROAD AND W.VICTORY ROAD IS PROHIBITED.
L6 4.20' S72'22'17"W CURVE LENGTH RADIUS DELTA BEARING CHORD ,SQ3 � ,\co _ 15-COMMON LOT 9 OF BLOCK 1 IS SUBJECT TO A BLANKET CROSS ACCESS SHARED DRIVEWAY EASEMENT FOR THE
I N I BENEFIT OF LOTS 2,3,5 AND 8, BLOCK 1. THE RIGHTS, RESTRICTIONS,AND RESPONSIBILITIES FOR SAID EASEMENT ARE
L7 2.32' SO'48'23"W C1 4.14' 13.00' 18'15'47" S9'55'08"W 4.13' I DEFINED IN THE CC&R DOCUMENTS FOR THIS SUBDIVISION.
L8 5.00' N89'11'37"W C2 8.69' 27.00' 18'26'06" S9'49'59"W 8.65' s?�p� 1�)�o� a'
L9 14.61' N4'21'50"W C3 5.53' 27.00' 11'43'53" S514'40"E 5.52' w M I z
L10 13.00' N42'34'13"E C4 2.66' 13.00' 11'43'22" S5'14'56"E 2.66' \ BASLIN RIDGE ESTATES SUBDIVISION SEE SHEET 4 J
BK 64, PGS 6469-6470 ;� o SURVEYOR'S NARRATIVE oNP�LANos
L11 5.96 N47'25 47 W C5 3.66 13.00 16'08 40 S10'59 02 W 3.65 r� I U 5� G1 S TF
DETAIL B: 1 "=30' I cwn THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM ��
L12 4.65' S47°25'47"E C6 8.65' 27.00' 18'20'56" S9'52'54"W 8.61' Z SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, 0 O ��
THE PLATTED SUBDIVISION BOUNDARIES OF BASSLIN RIDGE ESTATES Ir 0
L13 13.00' N42'34'13"E C7 8.62' 27.00' 18'17'55" S81'31'14"W 8.59' BLOCK 4 SUBDIVISION, INFORMATION FROM RECORD OF SURVEY NUMBERS 2409, a
11841, 11260, 11343, 13179, 14702, 14721,AND CURRENT DEEDS OF N O
L14 14.32' N88'18'43"E C8 184.91' 315.00' 33'38'02" N60'10'40"W 182.27' UNPLATTED O1 I RECORD.THE SURVEYED MONUMENTATION AND CONTROLLING y P
BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO �� TF 0 F
L15 104.30' NO'32'40"E C9 15.54' 706.00' 1*15'41" N32'58'34"E 15.54' v I ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. tirON W.
L16 14.18' N44'16'59"W C10 64.54' 782.00' 4'43'45" N35'58'17"E 64.53' v I
L17 13.00' NO'53'22"E C11 186.66' 782.00' 13'40'35" N51'15'27"E 186.22' C7
L18 8.38' N89'06'38"W C12 715.18' 712.00' 57'33'05" N29'19'12"E 685.49' FOUND 5/8" L8 _' L6 I Lan
O lutl S
C 1/4 � - - - _ _ _ _ _ - - WITNESS CORNER 1/4 SECTION LINE _ _ CP&F INST. NO.N89'10'57"W 1326.44' - - - - - - - - Land Surveying and Consulting
CP&F INST. NO. CE 1/16 N89'11'37"W 1326.44' 1/4 2025-054801 E:
100034036 CP&F INST. NO. 231 E. 5TH ST.
9317521 MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
JOB N0. 24-59 www.landsolutions.biz SHEET 1 OF 6
BURNSIDE RIDGE ESTATES SUBDIVISION NO. 1 BOOK , PAGE
POINT OF - - - _ _ SECTION LINE - - - - S89'06'48"E 1327.90' _ _ W. VICTORY ROAD
BEGINNING o - - - - - - - - - - - -
o S89'06'48"E 1327.91' *SEE DETAIL C* So'32'40"W 44.00'�-
�,0 1207.81' O BLOCK 8 C24 C25
o N 30J C23��3g r79.10' 41.00'
Z IDAHO POWER EASEMENT, N89°06 48 W 1187.87 �, o
INSTRUMENT NO. 7501614 �'sr `S6' rn 46' i 41'
DETAIL C:1"=30' 9"
CURVE TABLE CURVE TABLE If-
CURVE O �
LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD BLOCK 8
C1 4.14' 13.00' 18*15'47" S9'55'08"W 4.13' C13 616.00' 750.00' 47'03'31" N24'04'26"E 598.83'
C2 8.69' 27.00' 18'26'06" S9'49'59"W 8.65' C14 137.35' 750.00' 10'29'33" N52'50'58"E 137.16' W. VICTORY ROAD
i
C3 5.53' 27.00' 11'43'53" S5'14'40"E 5.52' C15 217.87' 744.00' 16'46'41" S49'42'24"W 217.09'
C4 2.66' 13.00' 11'43'22" S5'14'56"E 2.66' C16 100.13' 744.00' 7'42'39" S37'27'44"W 100.05' RIGHT-OF-WAY LINE
1207 81' C23 g C 79.10' �
C3 24
C5 3.66' 13.00' 16'08'40" S10'59'02"W 3.65' C17 130.10' 750.00' 9*56'19" N37'08'13"W 129.93' �, }¢ i ^ q I z
"' 0' 50' 100, 200'
C6 8.65' 27.00' 18'20'56" S9'52'54"W 8.61' C18 142.21' 750.00' 10*51'50" S37'35'59"E 142.00' I co o
W ( U
C7 8.62' 27.00' 18'17'55" S81'31'14"W 8.59' C19 76.58' 100.00' 43'52'38" S68'54'25"W 74.72' O o ¢ cv
c� � _� SCALE: 1" = 100'
C8 184.91' 315.00' 33'38'02" N60'10'40"W 182.27' C20 57.64' 100.00' 33'01'28" S74'20'40"W 56.84' 2Q BLOCK 8 Q w \
C9 15.54' 706.00' 1*15'41" N32'58'34"E 15.54' C21 114.95 150.00' 43'54'28" N68'54'10"E 112.16' 59�, 46' vi I Z i LEGEND
C10 64.54' 782.00' 4'43'45" N35'58'17"E 64.53' C22 114.33' 150.00' 43'40'20" S68'47'06"W 111.59' o
z
j oo ® FOUND ALUMINUM CAP MONUMENT
C11 186.66' 782.00' 13'40'35" N51'15'27"E 186.22' C23 4.18' 13.00' 18'26'06" N79'53'45"W 4.16' ,g. r?
i � ® FOUND 5/8" REBAR WITH PLS 11118
C12 715.18' 712.00' 57'33'05" N29'19'12"E 685.49' C24 8.79' 27.00' 18'38'38" S80'00'01"E 8.75' `D PLASTIC CAP, OR AS NOTED
C25 8.69' 27.00' 18'26'06" S8'40'23"E 8.65' - *SEE DETAIL D* 46' I 41' SET 1/2" REBAR WITH PLS 11118
LINE TABLE LINE TABLE C26 4.18' 13.00' 18'26'06" N8'40'23"W 4.16' L37 �^§P PLASTIC CAP
N89°06 38 W r, SET 5/8" REBAR WITH PLS 11118
LINE LENGTH BEARING LINE LENGTH BEARING C27 611.04' 788.00' 44'25'44" N22'45'32"E 595.85' E. MASSEY ST _ 2.92 �. r)L36 ® PLASTIC CAP
L1 185.07' SO'37'16"W L19 31.83' S45'35'43"W C28 107.77' 788.00' 7'50'09" N54'10'40"E 107.69' L NO°53'22"E%� c6 ❑ CALCULATED POINT
CITY OF MERIDIAN J 37.00 L18� i SECTION LINE
L2 55.00' N89'09'02"W L20 31.79' S44'24'58"E C29 301.75' 706.00' 24'29'20" S45'51'05"W 299.46' SEWER EASEMENT, INST. J ( i - - - -
NO. 2026---_--- J - - CENTER LINE
L3 1.44' S19'03'02"W L21 28.34' N44'15'42"W C30 113.39' 315.00' 20'37'30" N66'40'56"W 112.78' L16
L N SUBDIVISION BOUNDARY LINE
L4 8.26' S11'06'37"E L22 28.23' N45'44'18"E C31 58.91' 315.00' 10'42'55" N51'00'43"W 58.82' DETAIL D:1"-30' J � LOT LINE
38 i 41 EASEMENT LINE AS NOTED
L5 1.57' S19'03'22"W L23 31.50' N27'08'53"W C32 12.61' 315.00' 2'17'37" N44'30'27"W 12.61' �
L35 o ACHD STORM WATER DRAINAGE
L6 4.20' S72'22'17"W L24 28.35' N77'18'32"W C33 12.10' 731.50' 0'56'52" N41'37'57"W 12.10' EASEMENT LINE, SEE NOTE 11
L7 2.32' SO'48'23"W L25 28.28' S12'49'56"W C34 60.11' 731.50' 4'42'29" N38'48'16"W 60.09' 46 38' 38' to ACHD PERMANENT EASEMENT LINE PER
o INSTRUMENT NO.
L8 5.00' N89'11'37"W L26 20.59' S43'01'54"E C35 54.68' 731.50' 4*16'58" N34'18'33"W 54.66' ��� i 18 LOT NUMBER
L9 14.61' N4'21'50"W L27 28.28' N1'58'06"E C36 6.76' 768.50' 0*30'16" S32'25'12"E 6.76'
L10 13.00' N42'34'13"E L28 28.28' N88'01'54"W C37 48.15' 768.50' 3'35'24" S34'28'01"E 48.14'
N89°06'38"W
L11 5.96' N47'25'47"W L29 28.28' N1'58'06"E C38 48.15' 768.50' 3'35'24" S38'03'25"E 48.14' 2 92' Lq3
i o
L12 4.65' S47'25'47"E L30 28.28' S88'01'54"E C39 42.65' 768.50' 3*10'47" S41'26'31"E 42.64' - -N S89'06'38"E 56.19' (L36)
L13 13.00' N42'34'13'E L31 25.77' N1'42'39"E C40 62.41' 81.50' 43'52'38" S68'54'25"W 60.90' o o E. MASSEY ST. M
r7. Ln Q
L14 14.32' N88'18'43"E L32 25.63' N86'12'07"W C41 45.57' 118.50' 22'01'52" S79'49'48"W 45.28' z r2 /
L15 104.30' NO'32'40"E L33 21.29' S1'42'39"W C42 45.18' 118.50' 21'50'46" S57'53'29"W 44.91' N
L18 SEE SHEET 1 FOR NOTES AND BOUNDARY DETAILS
L16 14.18' N44'16'59"W L34 4.48' Sl'42'39"W C43 122.03' 731.50' 9'33'29" S38'15'10"E 121.89' J Q LU
o
i
L17 13.00' NO'53'22"E L35 3.00' S89'27'20"E C44 46.98' 81.50' 33'01'28" S74'20'40"W 46.33' O w
U)
FL18 8.38' N89'06'38"W L36 56.19' S89'06'38"E C45 8.44' 118.50' 4'04'49" S88'49'00"W 8.44'
�2 38' 40'
L37 13.00' NO'53'22"E C46 49.48' 118.50' 23'55'28" S74'48'51"W 49.12'
L38 14.10' N45'43'01"E C47 10.38' 118.50' 5*01'11" S60'20'32"W 10.38'
CITY OF MERIDIAN
M
L39 15.25' S70'40'42"E C48 103.35' 768.50' 7*42'18" N36'56'13"W 103.27' WATER EASEMENT, INST. /
NO. 2026- ___
L40 12.25' S17'53'26"E C49 17.67' 768.50' 1*19'01" N41'26'52"W 17.66'
C50 20.52' 168.50' 6'58'36" N87'22'06"E 20.50' /
� 19
C51 50.08' 168.50' 17'01'47" N75'21'55"E 49.90'
� BLOCK 3 Np,L LA Np
C52 45.02' 168.50' 15"18'36" N59'11'44"E 44.89' / \0 SG
Ll&,/ ��G 1 S Tzll
C53 21.13' 48.00' 25*13'20" S64'09'06"W 20.96' , o
C54 17.32' 52.00' 19'05'13" N67'13'10"E 17.24' 18 CLINTON W. HANSEN 0- 1 1 1 18 M
C55 67.05' 122.00' 31*29'19" S73'25'13"W 66.21' PLS 11118 N-1 Po _
C56 99.25' 178.00' 31'56'49" S73'38'58"W 97.97' SEE SHEET 3 /,�,To OF
C57 28.51' 52.00' 31'24'59" S41'58'04"W 28.16'
N W.
C58 42.91' 31.508.00' 28'S2'02" N4O'41'36"E 42.72' nOlutim
® �S
C59 42.91' 131.50' 18'41'45" N64'28'29"E 42.72'
C60 39.10' 131.50' 17'02'03" N82'20'23"E 38.95' Land Surveying and Consulting
C61 43.98' 28.00' 90'00'00" N44'09'02"W 39.60' 231 E. 5TH ST.
C62 43.98' 28.00' 90'00'00" S45'50'58"W 39.60' MERIDIAN, ID 83642(208) 288-2040 fax (208) 288-2557
JOB N0. 24-59 www.landsolutions.biz SHEET 2 OF 6
BURNSIDE RIDGE ESTATES SUBDIVISION NO. 1 BOOK , PAGE
SEE SHEET 2
z
BLOCK 3 � N
N
On o
18 / / V>o ��F N
O
UNPLATTED
\ - O
C)FP�
I& � L32
6 NE 1/16 S89'09 02 E 798.09, 1/16 SECTION LINE
62.00' 70.00'_ 66.00' 62.00' 62.00' _70.00,_ _ _70.00' 66.00' 70.00'
J J J J J
C BLOCK 3 I I I I I 5, I I
N W li.l W
W
W W
S ���'`�'L14 /c``° \\ No °\ o � 14 `V CO 13 12 "? 11 `�' 10 N N O N O N N
9 SEE NOTE 11 Z " " n n O n O 8 7 O QG o6 � mod', �' \ \�`? z o 0 0 0 'n n ;n
tiF�
I I z z z Z Z Z z z
���' �� s�. �ss `v A �5, I I I I I I
f5
moo' ��"%'%1"6' - � 3 w \ I ��� _ _ _ �J L _ _ J L -
C45 61.5T 66.00' 62.00' 62.00' 70.00' 70.00' 66.00' 70.00'
*SEE DETAIL E* ��5 ���, c�6
BLOCK 7 13 \\ 9 c�� °° W. SMOKEY LAKE DR.
O 1�' 15. - - - - - - - - - - - - - - - - - - _ S89'08'25'E 830.23' o0
bro �\ �'�� Ng5 L24 ��� C2� a2 - - - - - - - � - - - �
6
3800 so.6 ����N� �� C44 35.02' 62.00' 70.00' 62.00' - -
11�V 70.00' 70.00' s 66.00' 70.00' 78.09'
LLI
- - LLJ
Boo s � '�� �`� 5' U)
5''_
vco'5 N _04
w
N�5 4 6�\ /1 11 \\ \ 18 p "' 17 N o 16 N o 15 `" `A c� N N N N N
3 / j z o `n o ,n U 14 ;n ,0 13 ,n 12 n o 11 0 10
- � - - 73.6p8 �/ F � \ � � z z z z z �
Z
� - N78 4239„
- \ W 's 1 J f5'
- - � - 175.22 of i �- - - _ N7 j � - � N
BLOCK 4
65g'41 _ �I �WDETAIL E: 1n_30 118.61 47.72' 70.00' I
62.00' 70.00' 70.00' 66.00' 70.00' `V 78.09'
/ �9 \�' \ N89'08'51"W 76.46' N89'08'51"W 81.90' N89'08'51"W 115.73'
cam- '9 / / 9 0 \ i » ,
`� J 7 - N89'08 51 W 858.60
L14 -
< BLOCK 7 �o°� o� s� �°
8 ;; a�
p F, ss. A s' / ��N� s°oo v \ = V
��o o` \
TEMPORARYACHD
OCO
`O� J S Sv EASEMENT, N0.
\ \�sr � i1/1
41
IA
� 6 / O O, A CD - - 2026-------
n CALKINS LATERAL 5 _j
•6 , �,9,
's _ 43.75'
sr 16 CITY OF MERIDIAN
5.30' S89'09 E SEWER EASEMENT, INST.
�10 N0. 2026-------
C' S89'0_9'16"E - - --
Gv�o E - - -
�• tK' 9.06
LEGEND 6N1) °° - 00-
- -- --
4 i / A X ° L30 r� AD 49.06'
® FOUND ALUMINUM CAP MONUMENT \ / / °� °' '\c6
Q FOUND BRASS CAP MONUMENT BLOCK 7 a, s N
® FOUND 5/8" REBAR WITH PLS 11118 // 2 Co ` � `�F,y o
PLASTIC CAP, OR AS NOTED SO A / O ��1' o oo P
SET 1/2" REBAR WITH PLS 11118 ` °o / o�� i� 'ss. vv ,� o_
° PLASTIC CAP �`�� /, ��� BLOCK 5
\ �° �0 P�g s' L28r �? s�� oNPLLgN�s,G
SET 5/8" REBAR WITH PLS 11118 v / �� �,°� v°� °�� 5� 1STF
® PLASTIC CAP 'LQ s�°o� U p� `��� �� �s° 3°°o � RFp
❑ CALCULATED POINT \ O , ' ' O O `�'
/� ems, ��5 �� ��� s.V A v �`� CLINTON W. HANSEN 1 1 1 1 8 M
- - - - SECTION LINE
o PLS 11118 N o
- - CENTER LINE �� s' h CITY OF MERIDIAN
PUBLIC UTILITY, PRESSURE IRRIGATION & LOT \\ �s� s°��, / �6o 2S s �s�oo, yo�� SEWER EASEMENT, INST. �� qTF OF
S \� NO. 2026------- �'j'
DRAINAGE EASEMENT LINE - SEE NOTES 1 &2 BLOCK 6 �`'�000`� �� ���� W.
EASEMENT LINE AS NOTED � `L ` \
ACHD STORM WATER DRAINAGE
EASEMENT LINE, SEE NOTE 11 SEE SHEET 1 FOR NOTES AND BOUNDARY DETAILS
EASE ��� .h`b Lan Olutim
® �S
ACHD EASEMENT LINE PER \ �\'S ��
INSTRUMENT NO. SEE SHEET 2 FOR LINE AND CURVE TABLES 5
Land Surveying and Consulting
0' 30' 60' 120' SUBDIVISION BOUNDARY LINE v s \
\
LOT LINE v o°° 231 E. 5TH ST.MERIDIAN, ID 83642
SCALE: 1" 60'
(208) 288-2040 fax (208) 288-2557
= 18 LOT NUMBER `\ www.landsolutions.biz SHEET 3 OF 6
JOB NO. 24-59
BURNSIDE RIDGE ESTATES SUBDIVISION NO. 1 BOOK , PAGE
n
I
S89°09'02"E 472.94'
65.18' 0 18.20'18.50 18.50' - - 233.04' -__ _ 10'
�, � �-- - 99.52' 20.00 L2
BLOCK 2 0
°O CDSEE DETAIL F 00
rn 00 o S89'09'02°E 211.40'
ONO o b 60.00' 60.00' 31.40' 60.00' 75' NORTHWEST
CD0 18.5' 18.5' _T o PIPELINE RIGHT OF o
"' ��°' o 5 6 0 WAY, INSTRUMENTLn
,� o 0
co ,��� f o `� NOS. 390288 & � 00
63.3T 5 0 2 Z_J o 2024-010876. b - 0' 30' 60' 120'
C�o `� ,��'�� 9 w 5'� o MATCHLINE SEE BELOW
kuc)) N
LUE DOWNS ST.� O W O N N N D o w W
_ o 5 3 o
M89'22'49"W 101.8T �, MN N M SCALE: 1" = 60'
Lr) `N 63.37' o 0 0�& �9, BLOCK 1 Z "' LEGEND
I F M o INGRESS/EGRESS 55'
CD L � I �5' a EASEMENT, INST. NO.
o _ IJ 2026- } ® FOUND ALUMINUM CAP MONUMENT
S89°09'02"E 798.09' 1 18.5'118.5' N N LI 55' N FOUND 5/8" REBAR WITH PLS 11118
60.00' 60.00' 20.00' 60.00' 100.18' 20.00'
68.00' _70.00'_ 62.09' S89 09'02"E M I,,, N89'09'02"W 70.00' N89'09'02"W 70.00' N 1/16 - PLASTIC CAP, OR AS NOTED
N89'09'02"W 180.18' o N s1.88� �, BLOCK 1
N ^ ,�'�, SET 1/2" REBAR WITH PLS 11118
BLOCK 3 �5' t o M *SEE DETAIL F* tCl i o 0
Z 5'� `'L3 cn PLASTIC CAP
Z 4 W �� ZC2 SET 5/8" REBAR WITH PLS 11118
al ;�, O _ �
� Z - I w PLASTIC CAP
O N `��, N =1 _� / C56 CD `2 ❑ CALCULATED POINT
O n in O 2 O O `� R• o r�7 - - - - SECTION LINE
� � o i�
z z z N i z M M��E� LP 19.40' z - - CENTER LINE
Z �`' W• S S89'22'44"E b PUBLIC UTILITY, PRESSURE IRRIGATION & LOT
Z 3 I al _cD DRAINAGE EASEMENT LINE - SEE NOTES 1 &2
5 5 G o cy) �� - J �n 18.5'118.5' o J _ J 59 , C55 -�o o I EASEMENT LINE AS NOTED
_-----------_ ACHD STORM WATER DRAINAGE
LLJ 68.00' 70.00' 62.09' 62.50' f `L0 C3 EASEMENT LINE, SEE NOTE W ��� Z 70.00' 31.4`5' C60 c21 / ��s G5� GS�� i L4 ACHD EASEMENT LINE PER 11
_ °O S89'08'25"E _8_30.23' _ _ _ _ _ _ _ S89'09'36"E 141.3_8' °° _ _ / ,y S *SEE DETAIL G* C4 I INSTRUMENT NO.
W. SMOKEY LAKE DR. - - / ���,9 m SUBDIVISION BOUNDARY LINE
W 05
LOT LINE
W 69.97' 75.00' 70.00' 66.00' 66.00' 41.53'- C50 C5i `'' 18 LOT NUMBER
�_ _ 20 j - - � - - - �. I La
5'� N
w
n-
_ O
DETAIL F: 130
. - d -
10 N o o wN o 0 8 0 0 7 0 0 6 0 0 5 0 `4 o w O N O
Z o n �n O n n O U O n n O n O ion n O o
Z N Z Z Z CD Z Z 04
Y
L Z c Z
- -- - - ---- S89'09'02"E 140.00'
0 BLOCK 4 1 1 o 00 5 62-0 l
20� -5' o o C o EIRETRUCK TURNAROUND EASEMENT I-n
-- - - J L - J L - LJ I Z N p
- J L _I ___ _ __ (n
78.09' 70.00' 75.00' 70.00' 66.00' 66.00' 62.00' 62.00' 62.00' 65.88' I +' -+--------_-
- - N89'09'02"W Lc, N89'09'02"W
----- �� N89'08'51"W 858.60' I 32.00' co ����, ���', 32.00'
ACHD PERMANENT DRAINAGE j
EASEMENT, INST. NO.
2026------- M
DETAIL F: 1"=5' DETAIL G: 1"=5'
+ + BLOCK 1
CITY OF MERIDIAN o0 2� I 5 l o O o l 0O O
SEWER EASEMENT, INST. `" `q O o o l LO
O) N N o
NO. 2026- --- o N N O
v Z LN8 20.00?"WJ v,
^� w a0
BLOCK 1 v o
o iCX
ao ao 55' w NNL LA NO
O
4 �G 1 S TF,Q�,PL
w
55'
v Oj :3 w / CLINTON W. HANSEN a 1 1 1 18 0
BLOCK 4 N co � I PLS 11118 0 O
r �
CD to \ ��N V1l AA _
z I
V)
*SEE DETAIL B
PAGE 1* LLa:n O lutl S
c�
� I
Land Surveying and Consulting
SEE SHEET 1 FOR NOTES AND BOUNDARY DETAILS
® 1/4 231 E. 5TH ST.
MERIDIAN, ID 83642
SEE SHEET 2 FOR LINE AND CURVE TABLES I (208) 288-2040 fax (208) 288-2557
MATCHLINE SEE ABOVE JOB N0. 24-59 www.landsolutions.biz SHEET 4 OF 6
BURNSIDE RIDGE ESTATES SUBDIVISION NO . 1 BOOK , PAGE
CERTIFICATE OF OWNERS
KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE THENCE A DISTANCE OF 8.62 FEET ALONG THE ARC OF A 27.00 THENCE N 0°53'22" E A DISTANCE OF 37.00 FEET TO A POINT;
UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL
DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE ANGLE OF 18°17'55" AND A LONG CHORD BEARING S 81°31'14" W THENCE N 89°06'38"W A DISTANCE OF 2.92 FEET TO A POINT;
INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN A DISTANCE OF 8.59 FEET TO A POINT OF TANGENCY;
THIS SUBDIVISION; THENCE N 0°32'40" E A DISTANCE OF 431.51 FEET TO A POINT;
THENCE S 72°22'17" W A DISTANCE OF 4.20 FEET TO A POINT;
A RESUBDIVISION OF A PORTION OF BASSLIN RIDGE ESTATES THENCE N 44°16'59"W A DISTANCE OF 56.79 FEET TO A POINT;
SUBDIVISION AS SHOWN IN BOOK 64 OF PLATS ON PAGES 6469 THENCE S 0°48'23" W A DISTANCE OF 2.32 FEET TO A POINT;
THROUGH 6470, RECORDS OF ADA COUNTY, IDAHO, AND A THENCE N 89°06'48" W A DISTANCE OF 1187.87 FEET TO A POINT
PORTION OF THE NE '/4 OF SECTION 26, TOWNSHIP 3 NORTH, THENCE N 89'11'37"W A DISTANCE OF 5.00 FEET TO A POINT; ON THE WESTERLY BOUNDARY OF SAID NE '/4 OF SECTION 26;
RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA
COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS THENCE N 0°37'16" E A DISTANCE OF 908.21 FEET TO A POINT; THENCE ALONG SAID WESTERLY BOUNDARY N 0°33'37" E A
FOLLOWS: DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.
THENCE N 89°08'51"W A DISTANCE OF 858.60 FEET TO A POINT;
COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE THIS PARCEL CONTAINS 24.36 ACRES, MORE OR LESS.
NORTHWEST CORNER OF SAID NE 1/4 FROM WHICH AN THENCE S 0°50'44" W A DISTANCE OF 154.39 FEET TO A POINT; ACKNOWLEDGMENT
ALUMINUM CAP MONUMENT MARKING THE NORTHEAST ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO
CORNER OF SAID NE '/ BEARS S 89°06'48" E A DISTANCE OF THENCE S 89°09'16" E A DISTANCE OF 43.75 FEET TO A POINT; RECEIVE WATER SERVICE FROM AN EXISTING WATER SYSTEM,
2655.70 FEET; AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE STATE OF IDAHO
THENCE S 0°50'44" W A DISTANCE OF 126.82 FEET TO A POINT; ALL THE LOTS IN THIS SUBDIVISION. COUNTY OF ADA S.S.
THENCE ALONG THE WESTERLY BOUNDARY OF SAID NE '/4 S
0°33'37" W A DISTANCE OF 44.00 FEET TO A POINT ON THE THENCE S 46°58'06" W A DISTANCE OF 230.16 FEET TO A POINT; THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY
SOUTHERLY RIGHT-OF-WAY OF W. VICTORY ROAD AND THE DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
POINT OF BEGINNING; THENCE N 43°01'54"W A DISTANCE OF 352.70 FEET TO A POINT; DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO STATE PERSONALLY APPEARED ADAM CAPELL, KNOWN OR IDENTIFIED TO ME TO BE AN AUTHORIZED SIGNER
THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, FOR BR TRH ID JACKSON, LLC, AND IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY S 89°06'48" E THENCE N 43°21'39" W A DISTANCE OF 137.52 FEET TO A POINT THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY
A DISTANCE OF 1327.91 FEET TO A POINT ON THE EASTERLY OF CURVATURE; UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE EXECUTED THE SAME.
BOUNDARY OF THE NW '/4 OF THE NE '/ OF SAID SECTION 26; DESIGNATED HEREON AND NO PERMANENT STRUCTURES
THENCE A DISTANCE OF 184.91 FEET ALONG THE ARC OF A OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE
THENCE ALONG SAID EASTERLY BOUNDARY S 0°32'40" W A 315.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN
DISTANCE OF 1282.73 FEET TO A POINT MARKING THE CENTRAL ANGLE OF 33°38'02" AND A LONG CHORD BEARING N THIS CERTIFICATE FIRST ABOVE WRITTEN.
SOUTHEAST CORNER OF SAID NW '/4 OF THE NE '/4; 60°10'40" W A DISTANCE OF 182.27 FEET TO A POINT OF THE OWNERS HEREBY CERTIFY THAT SURFACE WATER FOR
TANGENCY; IRRIGATION IS REASONABLY AVAILABLE, PER SECTION 67-6537,
THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NE '/4 OF IDAHO CODE, AND THAT THEY ARE IN COMPLIANCE WITH MY COMMISSION EXPIRES
THE NE '/4 OF SAID SECTION 26 S 89°09'02" E A DISTANCE OF THENCE N 76°59'41"W A DISTANCE OF 118.61 FEET TO A POINT; SECTION 31-3805, IDAHO CODE.
798.09 FEET TO A POINT; RESIDING AT
THENCE N 78°42'39" W A DISTANCE OF 175.22 FEET TO A POINT; IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND
THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0°37'16" E A THIS DAY OF 20
DISTANCE OF 165.00 FEET TO A POINT; THENCE N 75°43'08" W A DISTANCE OF 73.60 FEET TO A POINT
OF CURVATURE; NOTARY PUBLIC FOR THE STATE OF IDAHO
THENCE S 89°09'02" E A DISTANCE OF 472.94 FEET TO A POINT
ON THE WESTERLY RIGHT-OF-WAY OF S. LINDER ROAD; THENCE A DISTANCE OF 15.54 FEET ALONG THE ARC OF A
706.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A BY: ADAM CAPELL, AUTHORIZED SIGNER
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY S 0°37'16" W A CENTRAL ANGLE OF 1°15'41" AND A LONG CHORD BEARING N BR TRH ID JACKSON, LLC, AN IDAHO LIMITED LIABILITY COMPANY
DISTANCE OF 185.07 FEET TO A POINT OF CURVATURE; 32°58'34" E A DISTANCE OF 15.54 FEET TO A POINT OF
TANGENCY;
THENCE A DISTANCE OF 4.14 FEET ALONG THE ARC OF A 13.00
FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL THENCE N 56°23'35" W A DISTANCE OF 76.00 FEET TO A POINT
ANGLE OF 18°15'47"AND A LONG CHORD BEARING S 9°55'08" W A OF CURVATURE;
DISTANCE OF 4.13 FEET TO A POINT OF TANGENCY;
THENCE A DISTANCE OF 64.54 FEET ALONG THE ARC OF A
THENCE S 19°03'02" W A DISTANCE OF 1.44 FEET TO A POINT OF 782.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE
CURVATURE; HAVING A CENTRAL ANGLE OF 4°43'45" AND A LONG CHORD
BEARING N 35°58'17" E A DISTANCE OF 64.53 FEET TO A POINT;
THENCE A DISTANCE OF 8.69 FEET ALONG THE ARC OF A 27.00 CERTIFICATE OF SURVEYOR
FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL THENCE N 4°21'50" W A DISTANCE OF 14.61 FEET TO A POINT;
ANGLE OF 18°26'06" AND A LONG CHORD BEARING S 9°49'59" W A I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
DISTANCE OF 8.65 FEET TO A POINT OF TANGENCY; THENCE N 42°34'13" E A DISTANCE OF 13.00 FEET TO A POINT; STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM
THENCE S 0°37'30" W A DISTANCE OF 104.06 FEET TO A POINT OF THENCE N 47°25'47"W A DISTANCE OF 5.96 FEET TO A POINT; THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY
REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
CURVATURE; RELATING TO PLATS AND SURVEYS.
THENCE A DISTANCE OF 5.53 FEET ALONG THE ARC OF A 27.00 THENCE N 42°34'13" E A DISTANCE OF 37.00 FEET TO A POINT; \ONp.LLA AID
S
FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL THENCE S 47°25'47" E A DISTANCE OF 4.65 FEET TO A POINT; �S��GISTFRF
ANGLE OF 11'43'53" AND A LONG CHORD BEARING S 5°14'40" E A p
DISTANCE OF 5.52 FEET TO A POINT OF TANGENCY; THENCE N 42°34'13" E A DISTANCE OF 13.00 FEET TO A POINT; CLINTON W. HANSEN a 1 1 1 18 0
THENCE S 11'06'37" E A DISTANCE OF 8.26 FEET TO A POINT OF THENCE N 88° PLS 11118 18'43" E A DISTANCE OF 14.32 FEET TO A POINT OF
CURVATURE; CURVATURE; �� TF OF \P 5�
tiT�N NPR
THENCE A DISTANCE OF 2.66 FEET ALONG THE ARC OF A 13.00 THENCE A DISTANCE OF 186.66 FEET ALONG THE ARC OF A W
FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL 782.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
ANGLE OF 11'43'22" AND A LONG CHORD BEARING S 5°14'56" E A CENTRAL ANGLE OF 13°40'35" AND A LONG CHORD BEARING N
DISTANCE OF 2.66 FEET TO A POINT OF TANGENCY; 51°15'27" E A DISTANCE OF 186.22 FEET TO A POINT OF REVERSE
CURVATURE;
THENCE S 0°37'16" W A DISTANCE OF 1073.95 FEET TO A POINT
OF CURVATURE; THENCE A DISTANCE OF 715.18 FEET ALONG THE ARC OF A
712.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
THENCE A DISTANCE OF 3.66 FEET ALONG THE ARC OF A 13.00 CENTRAL ANGLE OF 57°33'05" AND A LONG CHORD BEARING N
FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL 29°19'12" E A DISTANCE OF 685.49 FEET TO A POINT OF
ANGLE OF 16°08'40" AND A LONG CHORD BEARING S 10°59'02" W TANGENCY;
A DISTANCE OF 3.65 FEET TO A POINT OF TANGENCY;
THENCE N 0°32'40" E A DISTANCE OF 104.30 FEET TO A POINT;
THENCE S 19°03'22" W A DISTANCE OF 1.57 FEET TO A POINT OF Ammar-
THENCE _
CURVATURE; THENCE N 44°16'59"W A DISTANCE OF 14.18 FEET TO A POINT;
A DISTANCE OF 8.65 FEET ALONG THE ARC OF A 27.00 THENCE N 0°53'22" E A DISTANCE OF 13.00 FEET TO A POINT; Land Surveying and Consulting
FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL
ANGLE OF 18°20'56"AND A LONG CHORD BEARING S 9°52'54" W A THENCE N 89°06'38"W A DISTANCE OF 8.38 FEET TO A POINT; 231 E. 5TH ST.
DISTANCE OF 8.61 FEET TO A POINT OF CURVATURE; MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
JOB N0. 24-59 www.Iandsolutions.biz SHEET 5 OF 6
BURNSIDE RIDGE ESTATES SUBDIVISION NO. 1 BOOK , PAGE
HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO
CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS.
SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
ADA COUNTY SURVEYOR
CENTRAL DISTRICT HEALTH, EHS DATE
CERTIFICATE OF THE 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
COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL.
THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
APPROVAL OF CITY COUNCIL
I, , CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO,
DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE:
, 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER
MERIDIAN CITY CLERK
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
S.S. INSTRUMENT NO.
COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF
LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON
APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES
I, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
DEPUTY EX-OFFICIO RECORDER
FEE:
CITY ENGINEER — MERIDIAN, IDAHO
LA/Vo
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT �5r'��,G
oIST£RFo'P��
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY CLINTON W. HANSEN a 1 1 1 18
DISTRICT COMMISSIONERS ON THE DAY OF , 20_. PLS 11118
C'��ti TF OF
TON W.L own S'
NP
PRESIDENT, ADA COUNTY HIGHWAY DISTRICT
Land Surveying and Consulting
231 E. 5TH ST.
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
JOB N0. 24-59 www.Iandsolutions.biz SHEET 6 OF 6