HomeMy WebLinkAboutFinal Plat PLAT SHOWING NOTES:
FO CROFT 1. A ten (10) foot wide pressure irrigation easement in favor of Nampa &
T ]� TTT1T1�+ T r r Meridian Irrigation District and a Permanent Public Utilities and Property
S (J �1J1 V 1 ►J 1 O1 V 1 V O . � Drainage Easement is hereby designated along all lot lines common to a
Public Right-of-Way and along all rear lot lines or as shown and
dimensioned on this plat. A five (5) foot wide Property Drainage Easement
LOCATED IN THE SE 1/4 OF THE NE 1/4 is hereby designated along each side of interior lot lines unless otherwise
OF SECTION 10, T.3N., RAW., BOISE MERIDIAN, shown.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2024 2. Any Re-Subdivision of this Plat shall be in compliance with the most
recently approved Subdivision Standards of the City of Meridian.
3. This development recognizes Idaho Code Section 22-4503, right to farm
act, which states: "No agricultural operation, agricultural facility or
UNPLATTED expansion thereof shall be or become a nuisance, private or public, by any
changed conditions in or about the surrounding nonagricultural activities
after it has been in operation for more than one (1) year, when the
S89'37'19"E 765.14' PLS 4431 operation, facility or expansion was not a nuisance at the time it began or
-- -- -- -- -- -- -- -- -- __ p
-- -- was constructed. The provisions of this section shall not apply when a
Nam. 15 TEN MILE STUB DRAIN nuisance results from the improper or negligent operation of an agricultural
BLOCK 5 I operation, agricultural facility or expansion thereof."
183oa-b 14
ik 4. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is
PLS 11463 I the responsibility of the lot owner unless such responsibility is assumed by
` I an Irrigation/Drainage District.
C` 12 13 16 17 18 19 20 21 22 23 I
% I 5. Irrigation water has been provided by Nampa & Meridian Irrigation District in
compliance with Idaho Code Section 31-3805(1)(b).Lots within the
subdivision will be entitled to Irrigation Water Rights, and will be Obligated
PLS 11463 o for Assessments from Nampa & Meridian Irrigation District.
` A 11 24 I 6. The bottom elevation of all structural footings shall be set a minimum of
` y W. DOVER ST. 12-inches above the highest established normal Ground Water Elevation.
� 25
` 10 7. Lots 1, 2, 12-15, 24, 25, 32 & 36, Block 5 and Lots 1 & 6 Block 6 are
2s I common lots which shall be owned and maintained by the Foxcroft
Homeowner's Association. All common lots are subject to a blanket public
9 Z OY 3 LO utility easement and irrigation easement.
O27
•r o W 1 CO 8. City of Meridian Sewer Easement - Inst. No. 2023-026772
m w 3.1FOXCROFT
8 0 4 v 28 I Poo SUBDIVISION NO. 2 9. Direct lot access to W. Pine Ave. is prohibited.
2 ` O O I M
y O I o 10. Lots 2 & 15, Block 5 are subject to a blanket Nampa & Meridian Irrigation
CREEKSTONE �'�\ '� O �_ 29 I oo Easement for Maintenance and Operation of the Ten Mile Creek and Ten
SUBDIVISION % O O EnMile Stub Drain. Said Irrigation District has rights assigned to it under
z Idaho Statutes 42-1102 allowing spoils to be deposited on the bank.
30
w\ 6 11. Lot 24, Block 5 is subject to a blanket cross-access easement providing
O O6 access for Lots 22 & 23, Block 5. Lot 32, Block 5 is subject to a blanket
31 i cross-access easement providing access for Lots 33 & 34, Block 5.
POINT OF 0
12. All lots within this subdivision are subject to Covenants, Conditions and
5
BEGINNING ; 32 I Restrictions provided for this subdivision.
I
L4 Q 13. Portions of Lots 11 & 13, Block 5 and Lot 1, Block 6 and all of Lot 12,
o 03 G) 3 Block 5 and Lot 6, Block 6 are servient to and contain the ACHD Storm
PLS 11463 �O O Water Drainage System. These lots are encumbered by that certain Master
a 35 34 33 Perpetual Storm Water Drainage Easement recorded on May 8, 2009 as
W Instrument No. 109053259 and First Amended Master Perpetual Storm
OQ I Water Drainage Easement recorded on November 10, 2015, as Instrument
DETAIL A SCALE 1"=1' DETAIL A I No. 2015-103256, Official Records of Ada County, and incorporated herein
S00°23'58"W z BLOCK 5 S00°23'S8"W
35.36' o o by this reference as if set forth in full (the "Master Easement"). The
• _ 1 .►� L2 36 25.00 Master Easement and the Storm Water Drainage System are dedicated to
L4 ° . -- -' O;' o o CP&F #: ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is
- - - ^ _ - - N89 36 02 W 104.62 _ - - N89 36 02 W 172.63 1/4 114007427 for the Operation and Maintenance of the Storm Water Drainage System.
C 1/4 0 - - - - - - �_ _
893.26' 434.49' - - - - - - °
S.10 W. PINE AVE. 1327.99' S.10 S.11
cP&F #: 14. ACHD License Agreement - Inst. No.
2016-01211
i
BASIS OF BEARING
S89'36'02"E 2655.67' z �\oNPL LA NV s
FOXCONFNO SUB . 1 o�� v�GENSFO
Z 11779
LEGEND _
Line Table --- --- SUBDIVISION BOUNDARY LINE 0 OF PM�O�
Line # Direction Length LOT LINE M cC
L1 N44°36'02"W 28.28' RIGHT—OF—WAY LINE CODY M. MCCAMMON, PLS 11779
IDAHO SURVEY GROUP
L2 N89°36'02"W 47.00' O LOT NUMBER 9955 W. EMERALD ST
BOISE, ID 83704
L3 S45'23'58"W 28.28' FOUND BRASS CAP
L4 N82°21'57"W 82.28' MONUMENT
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11779
Curve Table 80 0 40 80 160
O FOUND 5/8" IRON PIN alley Engineering Inc.
Curve # Radius Length Chord Bearing Delta WITH PLASTIC CAP PLS 5082 SCALE IN FEET
UNLESS NOTED OTHERWISE
C1 176.00' 120.85' 118.49' N37'07'47"W 39'20'32" 1"=80' CIVIL ENGINEERING I PLANNING 1 CADD
SHEET 1 OF 4 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
FOXCROFT
SUBDIVISION NO . 3
S89'37'19"E 765.14' -_ _-
45 -_ PLS- S 4431
N56'48'03"W 6 .22 T
N` , 17 53 15 TEN MILE STUB DRAINI
sStB N89'14'16"E L15
b 551.31' 14 BLOCK 5 S89'14'16"W 530.91' 0O
PLS 11463O 60.95 135.45' 50_00' 40.00' 40.00' 40.00' 40.00' 50.00' -� r-_54.00 --, 20.51_-- L14 ,
r- -- r-----� r-----� r---- r----- � E------
` A I I I I I I I I I I I I I } I I I
"Co 3
It 0
Lo
It
12 770' o °' 16 � "' 17 00 18 00 19 00 20 00 °' 21 o rn 22LO
23 i rnl
s' <" 0 1 0 0 o � o 7 z z o I �I
z
I Z I Z Z I I I I 0
Z i I
I I I I I I I Z I
I
10 I
'�
PLS 11463 p co I I / I I I I
� i 5 i I I
I
O L------� L------� ---- lb i� I I
0 30.11 _�
41% 86 60' S �� C22 24.91 40.00 40.00' 8.10' C24 ----------� L____-__
232'29„W 56�9• 1, /G21 N89-14'16"E 123.01' ;� c2S 75.26' 58.54'
Curve Table '� s� 11 8.923�F �° - W. _DOVER _ST. o N• c C,�68.9T sss'Ss'12"E BLOCK 5 00'
O
Curve # Radius Length Chord Bearing Delta ` o \\ � G �- S89'14'16"W 123.01 O �9 -24 S89'56'12"E L16_.�
i �
o \ p1''' ,, c� � N89'14'16"E N o
Cl 176.00' 120.85' 118.49' N3T07'47"W 39'20'32" Z \ ,-8g ,,W ' �,`? C' -� 25 ail
\ -57 - / 123.01' C'3)Li9 S89'56'12 E N
12 I/ ��o S89'S6'12"E N -- ----111.70'-- ----�
C2 100.00' 32.45' 32.31' N08'53'51"W 18'35'37' � `,-'S i cn "� �
�10 10 I U r-------107.92'- 01 00 - _
C3 100.00' 52.71' 52.10' N33'17'41"W 30*12'04" 0 I ' BLOCK 6 b C38 • w w N 01
,,-L5 I . 26
�° cr o ` q O 0 N o 50 0 25 50 100
C4 100.00' 85.16' 82.61' N23'59'53"W 48'47'41" ` o \\ cr, --�` 0 4 z
T• \ 22 c� • I 1 N -----S89'56'12"E-----J
C5 100.00' 53.99' 53.34' S32'55'37"E 30'56'12" \� '� g2 29 \ 235 1 L-----S89'S6'12"E- J N
` 5�232 \ N 235 0 r-------110.00--------- I SCALE IN FEET
r-------110.00------ _ 1 I _ I 1„=50'
C6 50.00' 93.11' 80.23' S35'53'22"W 106'41'47" �' 1 I _ 01 I 0
,�� l 0 0i l0 } 0i 27 10 U)
C7 50.00' 79.26 71.22' N45'20 58 W 90'49'32" cr \ - 2\ a Z 0 01 O i 0 l a I I �I w
C11 O \ ,,� \N �? C2 1 I _ 3 _ L-----S89'56'12"E-----J rM
O \ O Lo L_____ J O O
C8 50.00' 62.61' 58.60' N35'56'04"E 71'44'33" o_ \ ,��0 \ �,; N� •o SAk 89'56'12"E- n y n t0
C9 76.50' 1.62' 1.62' N00'12'19"W 1'12'35" p�C) \ \�' /5�23229,W,, \ b N� '- r-------110.00'-------� 000 W o -------110.00'-------i 0 3
- �o \ � $ I ' 0 � � ' 0 o 2s 1 of 00 LEGEND
C10 76.50' 62.09' 60.40' N24'03'44"W 46'30'14" O \ Og '00 � O i 0 ro Ix Uj
L i �I M --- --- SUBDIVISION BOUNDARY
cr \ yo,, z 3 O S89'56'12"E-----J I 0 _______________ EASEMENT LINE SEE NOTE 1 C11 76.50' 1.44' 1.44' N47'51'17"W 1'04'S2" \ o \ -G - L-----S89'56'12'E ao i� M
o \ pd" o 0 1 0 r-------110.00--------- O
-� \ � - - - - - - EXISTING EASEMENT LINE AS NOTED
C12 76.50' 65.15' 63.20' N23'59'53"W 48'47'41" ? \ -'1�0' ++W - O r-------110.00-------� o - o - "
DETAIL B =1 N \` '� // 5123229� \\�. 0 o o z z 0 29 of N - - STREET CENTERLINE
C13 123.50' 3.18' 3.18' N47'39'24"W 1'28'39" SCALE 1"=5' Nam` 2 \ • 0o I O 00 Z �I
,- \ C, � I o I � I LOT LINE
C14 123.50' 52.75' 52.35' N34'40'56"W 24'28'17" vi �/ O C15 ,\ `�s i ____ J L S89'56'12"E-----J
S89'56'12"E RIGHT-OF-WAY LINE
= o C, r-------110-00---------
C15 123.50' 10.75' 10.75' N19'57'09"W 4*59'16" cr •o \ `s 21.44' 110.00' o I .
0.\\ 110�� W-'' \\ n� SRB• 77' :�x7----- 0 0 30 1 01 F ACHD STORM DRAIN EASEMENT
C16 123.50' 66.68' 65.88' N32'55 37'W 30'56'12" �` o� \ �- 23229' O s 2 S89'56 12 E 23.5' O L_____________�\ 23.5' i i SEE NOTE 13
C17 73.50' 16.03' 16.00' N11'12'34"W 12'29'54" S �� • 'RR RAF 32 100.67 17.60' 47.0' L S89'56'12"E-----J
f, O 8•
C18 73.50' 30.21' 30.00' N06'48'56"E 23'33'05" ZA' \\\ 6 ,-', `S'?`�R�•• `S`�6, • C, 6 • 5.02' -110.00'-------i - I O7 LOT NUMBER
o 73.50' 19.35' 19.29' N26'07'58"E 15'04'59" sue. F `�• �R a° I
C19 o \ 9�\ 5 �'1'R `S 0.3 G i o 31 1
C13 ` 2 6 1y1� 3• • 1 %?. V O i FOUND 5/8" IRON PIN
C20 73.50' 25.87' 25.74' N43'45'28"E 20'09'59" O ,.512 `\R�.• d S89'56'12"E------J I WITH PLASTIC CAP PLS 5082
0.58' UNLESS NOTED OTHERWISE
C21 73.50' 30.21' 30.00' N65'37'00"E 23'33'05" ^^ O �� O5 C11.i/ n� .) 118.86'
8`� \ .�a21"E • ,yam �I SET 5/8" x 24" IRON PIN
C22 73.50 15.20 15.17 N83'18 54 E 11'50 43 0 \\ 58�� Q��p\ �\ N�1 G 32 ro WITH PLASTIC CAP, PLS 11779
5•�.1
C23 73.50' 136.87' 117.93' N35'53'22"E 106'41'47" o \ ,-' 13 '29'�W \\c''� • 5 0 22. 58228'48"E �I
DETAIL c \\ 5�232 \O \A G32 _35' 5543• 145j8' • SET 1/2" x 24" IRON PIN
SCALE 1"=1' �' cv ---__ _ WITH PLASTIC CAP, PLS 11779
C24 73.50' 17.38' 17.34' S83'59'23"E 13'32'41" - \ 1c� ^^ 17.24' - _ 67.40'
I 0.58' i i -
I --- --,
C25 73.50' 30.19' 29.98' S65'27'03"E 23'32'00" ` \\� cs O ,,� ,� of DETAIL C
-
C26 73.50' 28.17' 28.00' S42'42'19"E 21'57'29" rn \O C9 47.0' 011 0 CALCULATED POINT. NOTHING
01 I 1 I FOUND OR SET.
23.5 23.5' I ' 1 w I _w
C27 73.50' 24.94' 24.82' S22'00'22"E 19'26'24" LO " ap
35 "O 34 �' 33
C28 73.50' 15.84' 15.81' S06'06'41"E 12'20'58" \ S - 1 � 3 rn 00 LO I :N N N
C29 73.50' 116.51' 104.69' S45'20'58"E 90'49'32" ,- N `n 0- I N Ni ? Z i �NPL LANp
C30 73.50' 36.46' 36.09' S14'16'27"W 28'25'17" \ O i z rn UJI 0- 00rn 0 z1 1 1 1 1 10'� gco� \CENSF0
POINT OF \ Q N 1 0
C31 73.50' 37.24' 36.84' S42'59'55"W 29'01'39" \ 1 0 -�
BEGINNING \ 10'� z 1 5 I I BLOCK 5 ; I 11779 70
--------J �----------�
C32 73.50' 18.34' 18.29' S64'39'33"W 14'17'37" �-------S89'36'02'E 141.06'-----� ' � cn O
O 3.50. 3.50 O 41.72' 55.00' 67.52' I T
C33 73.50' 92.03' 86.14' S35'56'04"W 71'44'33" 19.63' LZ S89'36'02"E 164.23' 20.00' �� 1T' \16P
• - 71=-_ 10.51' O pF O
C34 123.50' 24.80' 24.76' N42'38'30"W 11'30'27" Line Table Line Table L4 • __ __ __ p O O -- -- -- __ • yM MCCPM�
C35 76.50' 41.31' 40.81' N32'55'37"W 30'56'12" Line # Direction Length Line # Direction Length N89'36'02"W 104.62' N89'36'02"W 172.63'
W. PINE AVE CODY M. MCCAMMON, PLS 11779
C36 26.50' 49.35' 42.52' N35'53'22"E 106'41'47" L1 N44'36'02"W 28.28' L10 S71'48'21"W 17.82' IDAHO SURVEY GROUP
9955 W. EMERALD ST
C37 26.50' 31.43 29.62' S56'47'00"E 67'57 29 L2 N89'36 02'W 47.00' L11 N34'00 45 E 26.11' BOISE, ID 83704
C38 26.50' 10.58' 10.51' S11'22'14"E 22'52'03" L3 S45'23'58"W 28.28' L12 S71'48'21"W 17.33'
C39 26.50' 42.01' 37.75' N45'20'58"W 90'49'32" L4 N82'21'57"W 82.28' L13 N70'56'56"W 26.57'
C40 26.50' 33.18' 31.06' S35'56'04"W 71'44'33" L5 N85'02'23"E 20.00' L14 S89'45'12"E 39.74'
C41 241.00' 52.11' 52.01' S50'35'46"E 12*23'18" L6 S71'24'31"E 45.85' L15 S85'32'14"E 39.14' alley Engineering, Inc.
C42 241.00' 30.07' 30.05' S40'49'38"E 7'08'58" L7 N36'09'33"W 38.87' L16 N89'56'12"W 100.19' SEE SHEET 1 OF 4
C43 241.00' 83.26' 82.84' S27'21'20"E 19'47'38" L8 S12'46'57"W 20.00' L17 N45'03'48"E 26.97' FOR NOTES CIVIL ENGINEERING PLANNING CADD
1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
C44 241.00' 165.44' 162.21' N37'07'28"W 39'19'54" L9 N44'08'07"E 39.08' SHEET 2 OF 4 EAGLE, ID 83616 www.baileyengineers.com
F'OXCR OFT SUBDIVISION NO . 3
CERTIFICATE OF OWNERS
Know all men by these presents: That Challenger Development, Inc., an Idaho Corporation, is the owner of the property
described as follows:
CERTIFICATE OF SURVEYOR
A parcel of land located in the Southwest 1/4 of the Northeast 1/4 of Section 10, Township 3 North, Range 1 West,
Boise Meridian, City of Meridian, Ada County, Idaho more particularly described as follows: I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho,
and that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground
Commencing at the East 1/4 corner of said Section 10 from which the Center 1/4 corner of said Section 10 bears, under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State
North 89°36'02" West, 2655.68 feet; thence on the east-west centerline of said Section 10, North 89°36'02" West, of Idaho Code relating to plats and surveys.
1327.84 feet; thence leaving said centerline, North 00°03'48" East, 25.00 feet to the north right-of way line of Pine
Avenue and the REAL POINT OF BEGINNING;
ONNL LANo
thence on said north right-of way line of Pine Avenue the following six (6) courses and distances: 0C� ��CEN8 0 sG��
Cody M. McCammon P.L.S. No. 11779
North 89°36'02" West, 172.63 feet; 11779
CP
North 44°36'02" West 28.28 feet; of \0`
o
yM M C C PM�
North 89°36'02" West, 47.00 feet; ACKNOWLEDGMENT
South 45°23'58" West, 28.28 feet;
State of Idaho )
North 89°36'02" West, 104.62 feet; s.s.
County of Ada )
North 82021'57" West, 82.28 feet to the easterly boundary line of Creekstone Subdivision as filed in Book 113 of Plats On this day of , 20 , before me, the undersigned, a Notary Public in and for said State,
at Pages 16493 through 16497, records of Ada County, Idaho; personally appeared Corey D., Barton, know or Identified to me to be the manager of Challenger Development, Inc., an Idaho
thence on said easterly boundary line the following three (3) courses an distances: Corporation, the company which executed the within instrument and acknowledged to me that they executed the same..
North 17°27'31" West, 493.64 feet; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
120.85 feet on the arc of a curve to the left having a radius of 176.00 feet, a central angle of 39°20'32", and a long
chord which bears North 37°07'47" West, 118.49 feet; My commission expires Notary Public for Idaho
North 56°48'03" West, 118.30 feet to the north boundary line of the South 1/2 of the Southwest 1/4 of the Northeast 1/4 Residing in , Idaho
of said Section 10;
thence on said north boundary line, South 89'37'19" East, 765.14 feet to the Northeast corner of the Southeast
1/4 of the Southwest 1/4 of the Northeast 1/4 of said Section 10;
thence on the east boundary line of the Southeast 1/4 of the Southwest 1/4 of the Northeast 1/4 of said Section
10, South 00°03'48" West, 638.57 feet to the REAL POINT OF BEGINNING.
Containing 8.072 acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to
the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the
public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other
uses as designated within this plat, and no permanent structures are to be erected within the lines of said
easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line
located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in
this subdivision.
Challenger Development, Inc., an Idaho Corporation
Corey D. Barton, President
6ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 3 OF 4 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
FOXCROFT SUBDIVISION XO . 3
HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor in and for Ada County Idaho, hereby certify that I have checked this plat and
a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE that it complies with the State of Idaho Code relating to plats and surveys.
approval of the design plans and specifications and the conditions imposed on the developer for continued
satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water
extensions or sewer extensions were constructed. Building construction can be allowed with appropriate
building permits if drinking water extensions or sewer extensions have since been constructed or if the
developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then
sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor
Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or
sewer/septic facilities shall be allowed.
Central District Health Date
CERTIFICATE OF COUNTY TREASURER
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 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
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on been paid in full. This certification is valid for the next thirty (30) days only.
the day of , 20
Date County Treasurer
ACHD President
APPROVAL OF CITY ENGINEER
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat.
City Engineer Date COUNTY RECORDER'S CERTIFICATE
State of Idaho )
APPROVAL OF CITY COUNCIL ) s.s.
County of Ada )
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular I hereby certify that this instrument was filed for record at the request of at Minutes
meeting of the City Council held on the day of , 20 , this plat was duly accepted and past O'clock M. on this day of , 20 , in Book of plats at
approved.
Pages
Instrument No.
Deputy Ex-Officio Recorder ENS
City Clerk, Meridian, Idaho sG�
o� F
11779
0 p 9TF O F
YM MCCN
6ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING 1 CADD
SHEET 4 OF 4 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com