HomeMy WebLinkAboutFinal Plat ILLMr-1 �01 M �USMr,'A Pr-1306% ���` J 1 11 � BOOK , PAGE
CP&F INST NO.
2019-115457 A PARCEL OF LAND BEING A PORTION OF THE S 1 /2 OF THE N 1 /2 OF SECTION 25, T.3N., R.1 W., B.M.,
23 24 W. VICTORY RD. CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTES
26 25 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKWOOD ESTATES HOMEOWNERS' ASSOCIATION,
2024 INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE SIXTEEN (16) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT
in PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
1p 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
LO
M BILTMORE ESTATES HOMEOWNERS' ASSOCIATION, INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR
^ SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
N 1/16 CP&F INST NO. 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON.
2019-115458 4. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(B). THIS SUBDIVISION FALLS WITHIN THE THE
BOISE-KUNA IRRIGATION DISTRICT AND THE NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID
DISTRICTS.
5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS
OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL UNLESS A GREATER EASEMENT EXISTS, IN WHICH CASE THE
\ BILTMORE ESTATES SUED. NO. 4 �N, ''� O EASEMENT SHALL GOVERN THE SETBACK
\\ BOOK 127, PAGES 20625-20627 I \ N,5 �d0 \ \\ / 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH
� /64'S'.. 1%, \/
125.10 moo• �6ti 10'1�1 JX �0, 9� RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
X.
CD
EXISTING 36' SUNDALL
S89.2221E 344.26' N83'42'31E ��° 4�`s`''�'�(f' 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
LATERAL EASEMENT \ 110.00' -----, j-----777--,- � 70'07'---1 70.07' -64.8 7545.37' • � rj `r��`, "'� F` � 0?;r 0, 8. LOT 3 BLOCK 5, LOTS 10 AND 18 BLO K 8 AND LOT 10, BLOCK 11 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKWOOD
- - 8742 sf ` �' 'Q CESTATES HOMEOWNERS' ASSOCIATION, INC., OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND
.35' 5'I 6OAKWOOD ESTATES HOMEOWNERS' ASSOCIATION, INC. PRESSURE IRRIGATION.
! 9 8 W; I 7 WI 9646 sf oo F '.oNi COj 1a°Oo „ o p <1 '9G' �` 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT "NO AGRICULTURAL OPERATION,
14147 sf �' 'rn 10485 s ! j �9185 sf�i ;M 9940 sf 6 �`� f�i iM �I iM9149 If�; jN n i� \Jz �° '�ti ptii \ \ AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR
N, 10 S� 5`' o� JG
Ni N! °� ��' ?� S ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR, WHEN THE OPERATION,
�\ $ ; BLOCK;1 5 5--- ����'' ` 18'����'\�� o' So' 100' oo'
FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED THE PROVISIONS OF THISSECTION SHALL NOT
\ =----.--- - . , �� !�.O\ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
2.31--.- - - - - - - -= C2$- .��, J;, APPLY WHEN A NUISAN N,
--C29 --70.00'- --70.00'- --70.00'-- 1448'-- C9� �`° 4417�`s s �� EXPANSION THEREOF."
\ gip'- W. OUROAK DR. Gti6;: �, �.���
L6-'G S88'05'44"W N-S88'05'44'Wes_ _ �s,8012 sf s>,, , SCALE: 1" = 100' 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO.
UNPLATTED \ CP. �5 - - r, 165.58' S� i' '�� F` S9 58 37 \ 114052420, RECORDS OF ADA COUNTY, IDAHO.
c� B 16 61.2o W N c2,.- 16 ..'`o, 6; 14.50'
c4 11. LOT 18 OF BLOCK 8 AND THAT PORTION OF LOT 10 OF BLOCK 11 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY
L !8 -I --68.38'-- 52.20'-C23 -_--.- -8 65 If
L
\ G6 1---16.20' _.._.._._. --.---- �. �� 4 5 HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER
z lc> ! 6` `� �`. �'J�' DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND
w \ ��; -_.._.. - - in 12 13 -� 14 ?\ ��+ f5 ,y�.
\ �N �, 1 6 25' 25' wi _� ., 9374 If \� 7. INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER
W i, of i� 0`1 �� DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT
m I 1p' 12512 If ;M o N` 11245 If �! ;52 a,9547 If U, ia? O-
i� N I M: I,O l; •� �,i
o z N \ ` P, �, � IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
N 02'W__.. i N; 8932 sf,!. iz B OCK\ �� 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS
N "' 9 --- !w rn'i 20.01' S� BILTMORE ESTATES \ INSTRUMENT NO. 2024-------, RECORDS OF ADA COUNTY, IDAHO.
m I 1 i 13p 37' �:v N N'.._ 70.22' 56�06'13"W 36.23' SUBD. NO. 2 \
2p' 6 N 74.65'-"-' BOOK O. \ 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR OAKWOOD ESTATES (BILTMORE
�16' o95g�pCK 11 ,�_ VO i n S85'44'44'W 144.87' S84'19'25W 10L20 S83.53'47"E 39.61' SUBDIVISION), RECORDED AS INSTRUMENT NOS. 2015-021504 AND 2016-071031, ADA COUNTY RECORDS, AND AS SUCH MAY BE SUBSEQUENTLY
o w o ��o� _-._65.81'- , S7,779, PAGES 15494-15496 \ N79'50'56"E AMENDED.
66.78'---.. JrQ"E 6 8
y i _106.63' 'N88'08'12'E j i 49'_ ' 14. DIRECT LOT ACCESS TO S. KENTUCKY WAY IS PROHIBITED.
-t1�, i S85'44'44"W 10 i - -8p 23 S88.55'16"E 3
A i '` o I i 9 14•OQ' 2.49'
14 1 1 �i $ s .i -70.00' 15 641'54'23"E
1 U� 0 6, U 3: w 3i i - 15. THIS DEVELOPMENT S SUBJECT TO THE TERM OF AN ADA COUNTY HIGHWAY DISTRICT DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT N0.
9. L I s
N 02 0_ �r i-' o N !cv �! !� o! !- 7 ; --68.OQ' ,
1 O 9880 If "= 'o °' 12562 If oo 4ri rn ;nI !�10101 If Ni icy Si i ^` .17 2015-066091, RECORDS OF ADA COUNTY, IDAHO.
o �: .,�, 9816 If '✓j cJ b i i i i (p
\ ` �i i Ni jN 9055 If i h 3: i 4 w: 3
"130 Op \ c2j 8 -20,00'; ! •i !^ M! i 9651 If^i' ,i'� Ni j� CP&F INST NO.
�- i -__ n' 10811 If ;n 12459 sf \ W
13 c� - 59.68'- 35.63'-C20- ---- 5, n! !g; iM -> > 00 � 1 2019-015472
N n V, -_C19--- -- i' r. r
1 O, .• 11886 If �>> `� c18-- , M! �'` r'�s r o 24 19 LEGEND
25 30
115.31' 16' W. OAK - c1�63. cn; ; 16,
;' ,c N 1� sss'1$'ts"E �- - SPRINGS_DR, c8'- 3s. 8' ! BLOCK 8 !, W. VICTORY RD.
ti �S, 8' C12 5g, C16 rr ' BOUNDARY
w 1 1�. .�°�� C36-36.68' 43.00' 35.63'-C37-- �•�99.6g, N -C15--- --- Q cr -o a SECTION LINE
UNPLATTED 12 g� ! -I 10 - I ---- - i-C39=296g - 5140'E - - _ C13 _ s NON LINE
i � 1 1 _ �; 9 �i ' - _- 70.0 16' 8' RIGHT-OF-WAY
vi �o CO., N: N co i. 3: ' �'- __C43' CENTERLINE
EXISTNG 36' SUNDALL i of -a 7 `- --C40-- - r (� G 16878 If b j i h cn�i ca; io !� 3l i - _.-_ ---C41 --�C42 _ : Pcn
LATERAL EASEMENT - i N �v io - - i
1p N fir! ^ cN N! i 6 5 - 2 0l, ! J ,G a,W �i o LOT LINE
�oi o� ;� rni i� o: 3i r- 3 �p
cni W cn �i svi •N 9717 If 'vi io j �z cn
117so If 5 � ^;
\ 2 ti i rn: - �' o o: 4 1 �i. -Q ( N EXISTING PARCEL LINE
o ; W pl o Ni h j z., 1•� 011 (-,4 Z Z
Z j 9249 If i ; 9604 If �i i4 9100 If- , i o �w 3 0•, lw J '� 6' O _Q
\ o�i !o 0 of P 9659 If rn. P ' w
S> - s' �.._ _- "'! ! % '�1os00 If �; N �I 0733 If�`. ;� s N `'4 _.._.._.._.._.._.._.._.._.._.._.._ PUBLIC UTILITY, PRESSURE IRRIGATION
68.88'- - 102.32'- Mi !N 10738 If �! ci 1 N r ,� & LOT DRAINAGE EASEMENT LINE -
- �o.so' !BLOC "', iNUj
�� S89'26'30"E S89'26'30"E S85'04'37"E K z �i z 5' o I SEE NOTES 1 & 2
S' �O 171.20' 70.00' 5' ! CO ' " z vi ADA COUNTY HIGHWAY DISTRICT PERMANENT
�'�" 10 "'EXISTING 75' WILLIAMS NORTHWEST PIPELINE N7651'4p" 8g I j _6154"� S23 22 09 E _
S3 i '� CORP. EASEMENT SEE AMENDMENT TO W 230.33, 53 _ -89.05'------ `36.21'-52'19 " S (' EASEMENT - INSTR. N0.
RIGHT-OF-WAY CONTRACT INST. 2023-019725 10 426 W 113.�3 RR� S �
26 25 2504.67' (S\`fi 1 45803 If N89'23'56'W 125.26' S�g'2 HP OTHER EASEMENT LINE AS NOTED
- - �- - _ _ _ 10 CDr W. HARRIS ST. 25 30 11 LOT NUMBER
1/4 POINT OF N89'26'30"W C 1/4 N89 23 56 W 554.79 S89'23'56"E 765.89' S89'29'05"E 1320.30' 1/4 FOUND ALUMINUM CAP AS NOTED
CP&F INST NO. BEGINNING ' CP&F INST NO. \ p• i +CE 1/16
2021-175472 S89'26'30"E 2647.83' 143.16 2022-082122 \ /
I � GRAYCLIFF ESTATES SUBDIVISION NO. 2 p� ��o CP&F INST NO. CP&F INST. N0.
UNPLATTED \\ BOOK 124, PAGES 19872-19875 ���� �N� 2022-082121 2022-027152 • SET 5/8"x24" REBAR w/PLS 11118 PLASTIC CAP
\ \ CJOO�cLco� • SET 1/2"x24" REBAR w/PLS 11118 PLASTIC CAP
SURVEY NARRATIVE \\\ �� \\ / '� O FOUND 5/8" REBAR, PLS 11118 OR AS NOTED
THE BOUNDARY FOR THIS SUBDIVISION AS SHOWN HEREON WAS DEVELOPED FROM SURVEYED TIES TO I \ \\ �c1�P QP o FOUND 1/2" REBAR, PLS 11118
CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF BILTMORE
ESTATES SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 3, BILTMORE ESTATES SUBDIVISION NO. 4,
GRAYCLIFF ESTATES SUBDIVISION NO. 1, GRAYCLIFF ESTATES SUBDIVISION NO. 2, INFORMATION FROM RECORD N,I \
OF SURVEY NUMBERS 9886, 12018, 12859, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION
AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY
FOR THIS PROPERTY AS SHOWN HEREON.
CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE LINE TABLE LINE TABLE
CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD LINE LENGTH BEARING LINE LENGTH BEARING
C1 74.10' 130.00' 32'39'29" N29'11'50"W 73.10' C12 173.75' 800.00' 12'26'38" N83'04'59"W 173.41' C23 12.80' 325.00' 215'25" S86'58'02"W 12.80' C34 31.12' 85.00' 20'58'36" S23'21'23"E 30.95' L1 60.00' S17'39'54"E L12 14.13' N45'37'36"E
C2 84.58' 420.00' 11'32'16" N18'38'13"W 84.43' C13 268.81' 500.00' 30*48'14" N87'44'13"E 265.59' C24 59.86' 325.00' 10*33'10" S80'33'44"W 59.77' C35 53.76' 85.00' 36'14'24" S51'57'54"E 52.87' L2 25.00' N36'28'59"W L13 14.16' S44'22'24"E ONPL LANp
C3 2.20' 530.00' 0'14'16" S72'27'13"W 2.20' C14 116.68' 475.00' 14'04'29" N79'22'20"E 116.39' C25 58.08' 325.00' 10'14'19" S70'09'59"W 58.00' C36 28.51' 85.00' 19'13'12" S79'41'42"E 28.38' L3 25.00' N36'28'59"W L14 25.00' N17'39'54"W
C4 72.85' 425.00' 9*49'18" S67'26'22"W 72.76' C15 95.44' 475.00' 11'30'42" S87'50'05"E 95.28' C26 58.08' 325.00' 10'14'19" S59'55'40"W 58.00 C37 38.45' 775.00' 2'50'33" S87'53'01"E 38.45' L4 9.80' S67'05'39"W L15 25.00' N17'39'54"W O 11118 �
C5 48.57' 420.00' 6'37'31" N1610'51"W 48.54' C16 43.26' 475.00' 5'1SOY S79'28'12"E 43.24' C27 82.94' 275.00' 17*16'51" N63'04'28"E 82.63' C38 80.52' 775.00' 5'57'11" S83'29'09"E 80.49' L5 14.01' S24'24'21"E L16 19.67' N29'22'51"E (P
C6 25.01' 420.00' 3'24'45" N21'11'59"W 25.01' C17 5.97' 825.00' 0'24'54" N77'04'07"W 5.97' C28 78.62' 275.00' 16'22'51" N79'54'19"E 78.35' C39 49.35' 775.00' 3'38'53" S78'41'07"E 49.34' L6 10.31' N67'05'39"E L17 4.83' N11'43'47"W O�j 1T� OF
C7 11.00' 420.00' 1'30'00" N23'39'21"W 11.00' C18 69.38' 825.00' 4'49'06" N79'41'07"W 69.36' C29 59.79' 325.00' 10*32'25" S82'49'32"W 59.70' C40 71.32' 525.00' 7'47'00" S80'4510"E 71.26' L7 10.54' S67'05'39"W L18 5.00' N17'39'54"W 41r0// W. NPR
C8 109.96' 300.00' 21'00'06" S77'35'42"W 109.35' C19 69.38' 825.00' 4'49'06" N84'30'13"W 69.36' C30 59.34' 325.00' 10'27'40" S72'19'29"W 59.26' C41 70.83' 525.00' 7'43'50" S88'30'35"E 70.78' L8 28.28' N46'54'16"W L19 5.00' N17'39'54"W
C9 176.25' 300.00' 33'39'42" N71'15'53"E 173.73' C20 34.45' 825.00' 2'23'32" N88'06'32"W 34.44' C31 100.80' 275.00' 21'00'06" S77'35'42"W 100.24' C42 70.05' 525.00' 7'38'42" N83'48'09"E 70.00' L9 28.28' S43'05'44"W L20 27.17' S83'53'47"E C10 57.41' 300.00' 10'57'50" S7'23'10"E 57.32' C21 46.69' 35.00' 76'26'13" S51'05'12"E 43.31' C32 49.04' 325.00' 8'38'42" S6'13'37"E 48.99' C43 70.05' 525.00' 7'38'42" N76'09'27"E 70.00' L10 13.46' N46'34'17"W L21 25.29' S12'52'05'E ENGINEERING
Lan 0lulti0ns
C11 80.04' 60.00' 76*26'13" S51'05'12"E 74.24' C22 52.62' 275.00' 10*550" S7'23'10"E 52.54' C33 13.15' 325.00' 2*19'08" S11'42'31"E 13.15' C44 2.12' 325.00' 0'22'28" S54'37'16"W 2.12' L11 14.45' S44'24'57"W SOLUTIONSLLPLand Surveying and Consulting
JOB NO. 24-16 231 E. 5th St. Ste. A, Meridian ID 83642
SHEET 1 OF 3 MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax