HomeMy WebLinkAboutCC - Final Plat Set PLAT SHOWING NOTES:
1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Foxcroft Homeowner's
Association and a Permanent Public Utilities and Property Drainage Easement is hereby
rOX CR Or T
designated along all lot lines common to a Public Right—of—Way and along all rear lot
SUBDIVISION /�, O lines. A five (5) foot wide Property Drainage Easement is hereby designated along each
1 V side of interior lot lines unless otherwise shown.
LOCATED IN THE N 1/2 OF THE SE 1/4 2. All of Lot 1, Block 3 and portions of Lots 35, 36 & 37, Block 1, Lot 8, Block 2 and
UNPLATTED OF SECTION 10, T.3N., RAW., BOISE Lots 13 & 14 Block 4 are servient to and contain the ACHD Storm Water Drainage
BASIS OF BEARING MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO System. These lots are encumbered by that certain Master Perpetual Storm Water
BASIS
BEARING
8' 2022 Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First
........................................................
Amended Master Perpetual Storm Water Drainage Easement recorded on November 10,
2015, as Instrument No. 2 01 5-1 03256, Official Records of Ada County, and incorporated
... . .............
... �•. herein by this reference as if set forth in full (the "Master Easement'). The Master
.........................'���• 853.72' W. PINE AVE. 1801.95' � .
.........
t/4 Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to
C 1/4 ^� ......
-- - - -- - -- --- --- - --
� --- - - - --- --- Section 40-2302 Idaho Code. The Master Easement is for the Operation and
S.10 L1 L3 S89'36'02"E 48293' _ L9 S.10 5.11 Maintenance of the Storm Water Drainage System.
-- ------
s17'25'33"E 362 A L5 14 BLOCK 4 L8 •
28.36' i 3. Any Re—Subdivision of this Plat shall be in compliance with the most recently approved
35
Subdivision Standards of the City of Meridian.
BEGINN NG N` O O O3 O4 O O Oj Og O 10 (11 12 13 I J 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which
A. 34 ? W i states: "No agricultural operation, agricultural facility or expansion thereof shall be or
0:Lot% _J i Z become a nuisance, private or public, by any changed conditions in or about the
f i surrounding nonagricultural activities after it has been in operation for more than one
2 33 W. MEADOWP/NE ST. I�0 2 (1) year, when the operation, facility or expansion was not a nuisance at the time it
n OBLOCK 3 began or was constructed. The provisions of this section shall not apply when a
32 2 10 g nuisance results from the improper or negligent operation of an agricultural operation,
N22'44'42"W�t <� Z O agricultural facility or expansion thereof."
83.44' �0� 31 �� O A BLOCK 2 1 M
t^ �0 1 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the
30 p C�' PF 03 responsibility of the lot owner unless such responsibility is assumed by an
CHESTERFIELD m is �� I� Irrigation/Drainage District. Irrigation water has been provided by Nampa & Meridian
SUB. N0. 4 JP
N) 29 11 ; Irrigation District in compliance with Idaho Code Section 31-3805(1)(b).
tC i
4 37 28 h
6. Lots within the subdivision will be entitled to Irrigation Water Rights, and will be
OMILE HIGH Obligated for Assessments from Nampa & Meridian Irrigation District.
� 27 PINES SUB.
N25'23'24"W� 7. Direct lot access to W. Pine Ave. is prohibited.
125.16' 26
�� O SHEET 2 8. The bottom elevation of all structural footings shall be set a minimum of 12—inches
SHEET 2
------------ ----- 2 above the highest established normal Ground Water Elevation.
SHEET 3 25 Q SHEET 3
% 24 �� 9. Lots 1, 2, 3, 9, 14, 23, 35, 36 & 37, Block 1, Lots 1, 8, 9, & 10 Block 2, Lots 1 & 2,
g Block 3 and Lots 1, 13, and 14, Block 4 are common lots which shall be owned and
N39'20'28"W 100.02'—/ 23 BLOCK 2 \` maintained by the Foxcroft Homeowner's Association. All common lots are subject to a
2 22 2 blanket public utility easement and irrigation easement.
N39043'49"W 89.05'—�� 21O �` 10. Lots 1, 2, & 37, Block 1 shall be subject to a blanket Nampa & Meridian Irrigation
20 p O O O O4 O O O SR District Easement for Maintenance and Operation of the Ten Mile Creek.
N45'26'24"W 1.76' -k ` t9 0 11. ACHD Permanent Easement — See Inst. No. 201 7-0043 24.
N88"52'12"W ` 18 F`
7 sj\ 6, 12. ACHD Permanent Easement — See Inst. No.
50.71 ���4`` ��o� W. SUGAR PINE CT. ``s O
Line Table �� 16 0 13. ACHD Permanent Easement — See Inst. No. —————————————————
Line # Direction Length ti O ` 14. ACHD License Agreement — See Inst. No. ------------------
Lt S89'36'02"E 107.14' 1�3??,+ 15 14 11 10 Og 6O O \%` 15. Idaho Power Easement [Inst. 86546511 vacated per Inst. No. -----__—_————
L2 N83'37'26"E 16.95' 9)' �•
L3 S6936'02"E 81.67' UNPLATTED y 16. Idaho Power Easement [Inst. 775256] vacated per Inst. No. ——————————————
L4 S44'36'02"E 28.28' �i��y��` 13 12 O O O4 `\ 17. Ingress/Egress Easement [Inst. 8806507] vacated per Inst. No. ------------
L5 S89'36'02"E 47.00' i9i9 BLOCK 1 `�
• _— 18. Ingress/Egress Easement [Inst. 7825065 & 7838657] vacated per Inst. No.
L6 N4523'58"E 28.28' --�'-- --�--�-----
2 N88051 42 W 675.22' ——————————————
L7 S44'36'02'E 28.38' 3 FOUND 5/8" NO
CAP SET PLASTIC 19. City of Meridian Water Easement — See Inst. No. ———————————————
L8 N87'19'37"E 47.07'
CAP PLS 11779
20. All lots within this subdivision, except for Lots 3 & 11, Block 2 are subject to
L9 N5832'42-E r8.601' UNION PACIFIC RAILROAD
Covenants, Conditions and Restrictions provided for this subdivision.
21. Lot 10, Block 2 is subject to a blanket cross—access easement providing access for
Lot 11, Block 2.
NL LANs
�\CENSF SG 2. Lot 9, Block 1 has blanket Ingress/Egress Easement to benefit Lots 7 and 8 and Block
1 1779 14, Block 1 has blanket Ingress/Egress Easement to benefit Lots 12 and 13.
LEGEND 23. Lots 1, 2 and 37 are all within the Nampa & Meridian Irrigation District's Ten Mile
------- SUBDIVISION BOUNDARY a, �q�j�/2o2 � Creek Easement and has rights assigned to it under Idaho Statutes 42-1102 allowing
O� F OF �� �� spoils to be deposited on the bank.
LOT LINE Y
McCP�`�
O LOT NUMBER 24. Ingress/Egress Easement to benefit Lot 11 Block 2, also known as 3515 W Pine Ave
CODY M. MCCAMMON, PLS 11779 Meridian, ID 83642.
SET 5 8 x 24" IRON PIN IDAHO SURVEY GROUP
WITH PLASTIC CAP, PLS 11779 9955 W. EMERALD ST
BOISE, ID 83704
FOUND 5/8" IRON PIN
WITH PLASTIC CAP PLS 11118
UNLESS NOTED OTHERWISE
FOUND BRASS CAP 100 0 50 100 200 alley, Engineering, Inc.
MONUMENT
NOTE: CIVIL ENGINEERING I PLANNING I CADD
SCALE IN FEET SEE SHEET 4 OF 6 FOR LINE
1"=100' & CURVE TABLES SHEET 1 OF 6 E AG E. STATE STREET,SUITE 210 TEL 208neers.093
EAGLE, ID 83616 www.baileyengineers.com
FOXCR OFT SUBDIVISION NO . I
/
/
/
/ L9
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/ 4' J I
UNPLATTED 1
/ • I
1
/ 1
^ O
BEG 13
NG o W. P/NE AVE o / 13
L3 _ 2 S89'36'020E 482.93' ---------- - SCALE: 1'=20'
1.01 86.13' P i i x c n 36 �x vrO t 4 BLOCK 4
-------
to
---------------------------------------
I (j L9
0 ---------------------------- 0
t--- ---- --i (Note 13) °'� S89'36'02"E 5.00' ----------------------- -
- N89.36' "W
523.00'
58.97' 39.00, 39.00' 39.00' 39.00' 37.00' 44.00' 35-.00' 36.00' 36.00' 36.00' 37.00' 4 .04'
tofJo 20.54' F - - - - - - r � � � � � � � � 7 ^ >- ��I1
b of 5'35
I I I I W 3
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I I I I 11.00' .N44
-
it3Ou:�'�o+ \ w,>rn N �,c>�w>.>°y.c a'\\•�\_\Ni�`j g�9 O4 6.61y-o9yk'�Oy3�'4 j\>�\rn>,�p/\�\ ��sem sos O'10 O oII �12.941
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zl z z z o o n .
z z z zz zz
1z94_ J L - J L - - J C22
on t21 C24 39.00' 39.00' 35. 8L -1 L - 1 4=60
S89' "E 126 L J18
36.01' 36.03S8 ' . 1'44 37.01'
N89 12'6'
02
Cl 9302E 6 L7 C19 C2033
C26 58936'02"E 126.86' C27 r
S89'12'57"W 153.44' I ^ 1 I \
1y
aa• \ w> A06, 32 /> Z BLOCK 3 N89'12'57"E
J �, t' 2E /^ �° `�\��� 2 •F Cg1 153.44' C29
> \ °�;k �/ \\°Za9 d� `ri) 15 sir• �6 215.21'
1c try �'�\ /�0 1�S$ r S O `P'o.�s 56�ry tiffs �O, pF' /' N89'12'57"E 267.07' - -
/' 31 >^ !�� F\v a. yh° p� \ I i / �l o
2 /
o\ 6°
/ / n
30 kti� // \ \ key° \ °0
CHESTERFIELD /�60,,g6� > vo I��� \ `✓ �/> �9 1
SUB. NO. 4 % \ / / O / 11 o�
i? v / 29 c / //\ N01 I3'49'E I '
/ /\
60k fig. A G9 yI N39.29'12"W
5.34' J0 13.42'
I OD A 51.87'✓
/ \a� I \
�` s 6o a3 ,o/ \ I i P
C62 IF"a !'s 3 O 152.28' I SCALE: 1'=20
/ 27 / ns N89.48'32"W INGRESS/EGRESS
MILE HIGH
O / N n I go PINES SUB. NOTTEE 21 SEE
C60 o� o w l �y
yip \\ / // 26 .� /^\c+ \�' �' Ln o �C
S c5°, / O ry1 / C>
a �
ya y/ \ 'Mom � \
MATCH SHEET 3 a: '/` As\ /`'y��`� 1 / o o z \ •% MATCH SHEET 3
25 rylb / O3
BLOCK 2
LEGEND
------- SUBDIVISION BOUNDARY • SET 1/2" x 24" IRON PIN pNNL LAND
- - - STREET CENTERLINE WITH PLASTIC CAP, PLS 11779 CENS
LOT LINE ® SET 5/8' x 24" IRON PIN
WITH PLASTIC CAP, PLS 11779 �� 77g 50 0 25 50 100
- - - - EASEMENT LINE (NOTE 1)
EXISTING EASEMENT LINE ® FOUND PLAS5/8"TIC
IRON PIN
--------------- ) WITH PLASTIC CAP PLS SE G� N9 ,61"
(AS NOTED UNLESS NOTED OTHERWISE OQyTF OF ���p� SCALE IN FEET
ACHD STORM DRAIN EASEMENT 19 FOUND BRASS CAP 4f, meck 1"=50'
(NOTE 2) MONUMENT
EASEMENT DIMENSION CODY M. MCCAMMON, PLS 11779
O LOT NUMBER IDAHO SURVEY GROUP
9955 W. EMERALD ST
ow
NOTE: ■
BOISE, ID 83704e-A(flailey Engineering, Inc.
SEE SHEET 1 OF 6 FOR NOTES CIVIL ENGINEERING PLANNING CADD
SEE SHEET 4 OF 6 FOR LINE & CURVE TABLES
1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
SHEET 2 OF 6 EAGLE,ID 83616 w .baiieyenglneers.com
FOXCROFT SUBDIVISION NO . I
MATCH SHEET 2
� / /, / oil \ ` —— MATCH SHECT 2———
`�(\ O
s 25 �6F i \� o C S86ro7't9"E C6 --
`=`` 2.49' O♦�O �1i ss PF s JS 171.65'
�O• y\ ♦06• w \
`\moo 24 + // csA o w Lo BLOCK 2 \\`♦
\� ss =
��D\ Ai\ ak0 96h 23 /^\`SS CS g `°co
\\ `♦F2S
p `♦ os / " .4 �' S \ z 17e\
p� ss 37 1.09'-� �' 9ti0 y° s \Arr•�%
� O 9• O y 2.91' •h O / /` CSC? \_ S 'S6'35"E 1 7.04' \ ♦
22 ,F / �O (C�\ 77.01' 40.01' 40.01- 40.01' L22
ti� ♦ sF aF. 90 / 0� �/ Py �, 3 - - - - - -- -� r - - -I r - -� r - - 40.01' 12.13"%
CHESTERFIELD r ya �\ a� 9a / / ma's ti %�'s N \ MILE HIGH
s •� / sOD
SUB. N0. 4 '��. o ao �� e� .� �'e ss\ / / 21 61 / js s;�\ xs� co
0 3 3 3 3 3 ♦ PINES SUB.
i ♦ 6S �h1 �s. / �y0 �g� / n sr0 ~A6. ST• FAA �G 7 n00
° ao cl m a m m `
O �h �• S�. Rom: o As V O _� � O _� � O m0 � ^ M � O O 20 ;�� / \ J+ F\9 ss o o o o o P o 0 1
S, �N88'52'12'W �o� / // �o��9/ /� n o� ',r s / s3o, I $ N W N
N45"26 24 W 1.76 < o / / \ s
50.71 ♦♦ >t\\ 19 ,;��,// \� \ � I I I I I I I I I cis �
L - - J
�(. ` /F tKy° 40.00' 40.00' 40.00 30.00' do 40.00'
` \ / / 18 .F / \ S88' 1'42'E 191.
/l� s�F qo\ / / 6` / s•11' \ `'h �'��• 50 0 25 50 100
r s, o v / �o ti9 / c W. SUGAR PINE CT. s?•
�L, QF� yA 2sJ 7Y ?1. ^p6' ' / / \s� C S88'S1'42"E 248.67' - - — - -0 �o ♦ O��
ss e r\ / / 17 �F / s$
' �♦� sRs sss•°off / // tia/ 4s S88.5 '42"E 191.30' � \\\ 0, SCALE 150FEET
21.40 65.00' \
NO ?� ♦°6 C45 — 65.00' 30.00' / O
"VO 'S NCOY) I I ti N" � rn ° \ C b1 \ t
`•�\ \ /� '� w a,, t0 9.90 C42 N \ Y
UNPLATTED ?�;♦ sas\ �� is b w 11 10 m 03 a0
0 14 I I 0 O9 0 L 3 �o \
0 _ _ _ _ _ Z o I Z Z m a \\ ♦♦
9� - -- - - - - - - - - - � m BLOCK 1 - - - \
c�• to- - - - - -1 L- - -- - - J M 00 L \\
99•71 30.00' 65.00' 65.00' 30.00' 65.00' —S88'51'42"E- — — — , ♦♦
8'51'42'E 354.71' _ w
— — — — — m- — — — — 3 f 147.19'- - - - -
00
�d`r`� 13 w 12 n O O voi rn I \\♦
\ \ I� J Q A ♦
m• �,
oo 00 o
-00 o
tp s,. A�60.00'— - - - - - -seasr42"E 300.00' 249.63'
L - - - - - - -o ^- - - - - - - J - - - �- - - - - - - - - - -- - - - - - -
\ 80.00 80.00' .8000'
S88'S1'42"E
4.76 0'' 3 569.36' 2�`
_--- _----------
- - O
N88'51'42'W 675.22' -----
LEGEND UNION PACIFIC RAILROAD
�NpL LAND
------- SUBDIVISION BOUNDARY • SET 1/2" x 24" IRON PIN / ' �\GENSF `SGG - - -
- - - STREET CENTERLINE WITH PLASTIC CAP, PLS 11779
LOT LINE 0 SET 5/8" x 24" IRON PIN 4 779
- -
MATH PLASTIC CAP, PLS 11779 1 7,3( zo O
- EASEMENT LINE (NOTE 1) QO FOUND 5/8" IRON PIN n� 9TF \pP
--------------- EXISTING EASEMENT LINE WITH PLASTIC CAP PLS 11118 py OF �p
(AS NOTED) UNLESS NOTED OTHERWISE MccN
ACHD STORM DRAIN EASEMENT FOUND BRASS CAP
(NOTE 2) MONUMENT CODY M. MCCAMMON, PLS 11779
EASEMENT DIMENSION NOTE: IDAHO SURVEY GROUP
O6 LOT NUMBER 9955 W. EMERALD ST BOISE, ID 83704 e-.A(.,0alley Engineering, Inc.
SEE SHEET 1 OF 6 FOR NOTES
SEE SHEET 4 OF 5 FOR LINE & CURVE TABLES CIVIL ENGINEERING I PLANNING I CADD
1119 E. STATE STREET,SUITE 210 TEL 208-938-0013
SHEET 3 OF 6 EAGLE ID 83616 www.baileyengineers.com
FOXCR OFT SUBDIVISION NO . I
Curve Table Curve Table Line Table
Curve # Radius Length Chord Bearing Delta Curve If Radius Length Chord Bearing Delta Line # Direction Length
C1 100.00' 51.79' 51.21' S14'26'10"E 29*40'16" C41 55.00' 36.09' 35.44' N58'57'37"E 37'35'41" L1 S00'23'58"W 25.54'
C2 600.00' 52.83' 52.81' S31'47'38"E 5'02'41" C42 55.00' 15.12' 15.07' N85'37'54"E 15'44'53" L2 N60'43'42"E 33.92'
C3 300.00' 60.29' 60.19' S28'33'32"E 11'30'53" C43 55.00' 52.96' 50.94' S58'54'35"E 55*10'08" L3 S38'11'11"E 26.25'
C4 100.00' 67.86' 66.56' S42'14'290E 38'52'47" C44 55.00' 283.25' 59.04' N01'08'18"E 295'04'22" L5 S00'23'58"W 10.79'
C5 300.00' 77.42' 77.20' S54'17'18"E 14'47'09" C45 123.50' 8.61' 8.61' S86'51'54"E 3'59'35" L6 S00'23'58"W 9.52'
C6 100.00' 73.24' 71.62' S67'52'42"E 41*57*58" C46 123.50' 49.95' 49.61' S73'16'58"E 23*1O'16" L7 S81-08.47"E 28.65'
C7 50.00' 25.89' 25.60' N75'33'50"E 29'40'16" C47 123.50' 31.91' 31.82' S54'17'47"E 14'48'07" L8 S00'23'58"W 25.54'
C8 50.00' 44.87' 43.38' S63'53'36"E 51'24'51" C48 123.50' 90.46' 88.45' S67'52'42"E 41'57'58" L9 N11'49'27"E 23.71'
C9 100.00' 25.99' 25.92' S53'16'58"W 14'53'29" C49 276.50' 20.47' 20.46' S49'00'58"E 4'14'30" L10 N74'16'18"W 22.79'
C10 13.00' 20.94' 18.75' S85'52'28"E 92'17'20" C50 276.50' 40.47' 40.44' S55'19'50"E 8'23'13" L11 S03'43'39"W 27.93'
C11 100.00' 10.43' 10.43' S48'49'31"W 5'58'36" C51 276.50' 10.41' 10.41' S60'36'09"E 2'09'27" L12 N25'28'35"E 29.33'
C12 100.00' 75.71' 73.92' S6731'35"W 43'22'44" C52 276.50' 71.35' 71.16' N54'17'18"W 14'47'09" L13 S25'18'41"E 23.48'
C13 100.00' 75.71' 73.92' S67'31'35"W 43'22'44" C53 123.50' 34.99' 34.88' S53'33'51"E 16'14'02" L14 N11'43'51"E 21.22'
C14 60.00' 87.01' 79.59' S47'40'13"W 83'05'29" C54 123.50' 29.20' 29.13' S38'40'24"E 13'32'51" L15 N32'54'56"W 2818'
C15 100.00' 9.99' 9.99' S03'15'43"W 5'43'30" C55 123.50' 19.61' 19.59' S27'21'02"E 9'05'53" L16 S62'22'13"W 12.51'
C16 122.48' 7.64' 7.64' NO3'15'43"E 3'34'29" C56 123.50' 83.80' 82.21' N42'14'29"W 38'52'47" L17 S60'05'36"E 12.51'
C17 36.50' 52.93' 48.41' N47'40'13"E 83'05'29" C57 276.50' 22.31' 22.30' S25'06'47"E 4'37'23" L18 N45'26'50"W 32.16'
C18 123.50' 31.63' 31.54' N81'52'45"E 14'40'25" C58 276.50' 33.26' 33.24' S30'52'14"E 6'53'30" L19 SOO'23'58"W 25.54'
C19 123.50' 16.65' 16.64' N70'40'50"E 7'43'24" C59 276.50' 55.57' 55.47' N28'33'32"W 11'30'53" L20 S60'43'42"W 18.02'
C20 123.50' 48.28' 47.97' N78'01'03"E 22'23'49" C60 623.50' 7.35' 7.35' S33'58'43"E 0'40'32" L21 S73'19'56"E 24.03'
C21 64.00' 1 40.23' 39.57' S68'50'01"E 36'00'57" C61 623.50' 40.28' 40.27' S31'47'25"E 3'42'04" L22 S87'56'35"E 52,14'
C22 64.00' 3.08' 3.08' S88'13'15"E 2'45'33" C62 623.50' 7.27' 7.27' S29-36'21"E 0'40'06"
C23 64.00' 43.31' 42.49' S70'12'47"E 3846'30" C63 623.50' 54.90' 54.88' N31'47'38"W 5'02'41"
C24 64.00' 26.84' 26.64' N78'23'14"E 24'01'27" C 44 123.50' 39.61' 39.44' S20'05'03"E 18'22'30"
C25 76.50' 39.62' 39.17' S14'26'10"E 29*40'16" C65 123.50' 24.35' 24.31' S05'14'55"E 11'17'46"
C26 36.00' 13.46' 13.38' N79'41'30"E 21'24'55" C66 123.50' 63,96' 63.24' N14'26'10"W 29'40'16"
C27 36.00' 16.89' 16.74' S76'09'29"E 26'53'07"
C28 83.50' 77.81' 75.03' N52'10'24"E 5323'38"
C29 83.50' 15.08' 15.06' N84'02'35"E 10*20'45"
C30 83.50' 92.89' 88.17' S57'20'46"W 63'44'23"
C31 76.50' 57.92' 56.55' N67'31'35"E 43'22'44"
C32 123.50' 12.17' 12.16' N48'39'34"E 5'38'40"
C33 323.50' 65.01' 64.90' N28'33'32"W 11'30'53"
C34 76.50' 27.30' 27.16' N33'01'30"W 20'26'48"
C35 76.50' 24.61' 24.51' N52'27'53"W 18'25'59"
C36 76.50' 51.91' 50.92' S42'14'29"E 3852'47"
C37 323.50' 83.48' 83.25' N54'17'18"W 14'47'09" \ONpL LgN�s
N S
C38 76.50' 56.03' 54.79' N67'52'42"W 41'57'58" N t
C39 55.00' 99.38' 86.40" S85'21'530W 103'31'31" 1 779
C40 1 55.00' 79.70' 72.91' N01-20'58"W 83-01'30" C � �Z PO
�p TF OF \0 Q,
y�? MCCN
CODY M. MCCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD ST
BOISE, ID 83704
OP
ailey Engineering, Inc.
NO
ESHEET I OF 6 FOR NOTES CIVIL ENGINEERING I PLANNING I CADD
11111.STATE STREET,SUITE 210 TEL 208-938-0013
SHEET 4 OF 6 EAGLE, ID 83616 w .baileyengineers.com
FOXCROFT SUBDIVISIOA1 N0 . I
CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR
Know all men by these presents: That Challenger Development, Inc., Casey and Kimberly Johnson and Gary and Judith I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this
Schweiger are owners of the property described as follows: plat as described in the "Certificate of Owners" was drawn from an actual 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 relating to
A parcel of land located in the North 1/2 of the Southeast 1/4 of Section 10, Township 3 North, Range 1 West, Boise Meridian, plats and surveys.
City of Meridian, Ada County, Idaho more particularly described as follows: oNPt LA�v,)
NS,c SGPG — -----
Commencing at the Center 1/4 corner of said Section 10 from which the East 1/4 corner of said Section 10 bears, South �� 779
89°36'02" East, 2655.68 feet; thence on the East-West centerline of said Section 10, South 89°36'02" East. 853.72 feet to the Cody M. McCammon N o P.L.S. No. 11779
northerly extension of the easterly boundary line of Chesterfield Subdivision No. 4 as filed in Book 112 of Plats at Pages 16216 y ?1 -eo P
through 16218, records of Ada County, Idaho; thence on said easterly boundary line and the northerly extension thereof, South OF \0���
17025'33" East, 28.36 feet to southerly right-of-way line of W. Pine Avenue and the REAL POINT OF BEGINNING;
ACKNOWLEDGMENT
thence on said southerly right-of-way line the following ten (10) courses and distances: State of Idaho )) s.s.
South 89°36'02" East, 107.14 feet; County of Ada )
North 83037'26" East, 16.95 feet;
South 89°36'02" East, 81 .67 feet; On this _ day of 20, before me, the undersigned, a Notary Public in and for said State, personally appeared
South 44036'02" East, 28.28 feet; Corey D., Barton, know or Identified to me to be the president of Challenger Development, Inc., the company which executed the within
South 89°36'02" East, 47.00 feet; instrument and acknowledged to me that they executed the same..
North 45°23'58" East, 28.28 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.
South 89036'02" East, 482.93 feet;
South 44°36'02" East, 28.38 feet;
North 87019'37" East, 47.07 feet; My commission expires Notary Public for Idaho
North 58°32'42" East, 8.60 feet;
Residing in Idaho
thence leaving said southerly right-of-way line, South 06°07'28" West, 377.00 feet
thence South 42°52'02" East, 659.01 feet to the north right-of-way line of the Oregon Short Line Railroad;
thence on said north right-of-way line, North 88°51'42" West, 675.22 feet to the west line of the Ten Mile Drain Ditch; ACKNOWLEDGMENT
thence on said west line the following three (3) courses and distances: State of Idaho )
North 33'15'25" West, 119.99 feet; ) s.s.
North 48032'21" West, 101 .97 feet; County of Ada )
North 43°57'49" West, 144.27 feet; On this _ _ day of 20, before me, the undersigned, a Notary Public in and for said State, personally appeared
thence leaving said west line, North 88'52'12" West, 50.71 feet to the easterly boundary line of said Chesterfield Casey J. L. Johnson and Kimberly R. Johnson, husband and wife, know or Identified to me to be the persons who executed the foregoing
Subdivision No. 4; instrument and acknowledged to me that they executed the same.
thence on said easterly boundary line the following seven (7) courses and distances: In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
North 45°26'50" West, 1 .76 feet;
North 39043'48" West, 89.05 feet;
North 39°20'28" West, 100.02 feet; My commission expires Notary Public for Idaho
North 25023'24" West, 125.16 feet; Residing in Idaho
North 19°21'27" West, 94.89 feet;
North 22044'42" West, 83.44 feet;
North 17°25'33" West, 169.86 feet to the REAL POINT OF BEGINNING. ACKNOWLEDGMENT
Containing 14.065 acres, more or less. State of Idaho )
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, ) S.S.
the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the County of Ada )
right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this On this day of 20_ , before me, the undersigned, a Notary Public in and for said State, personally appeared
plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to Gary R. Schweiger and Judith L. Schweiger, known or identified to me to be the owners of Schweiger Gary R & Scheigwer Judth L Trust, who
receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of executed the foregoing instrument and acknowledged to me that they executed the same.
Meridian has agreed in writing to serve all the lots in this subdivision.
Challenger Development, Inc. Gary Schweiger & Judith Schweiger Trust In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
COREY D., BARTON CASEY J. L. JOHNSON GARY SCHWEIGER My commission expires Notary Public for Idaho
Residing in _ , Idaho
Gary Schweiger & Judith Schweiger Trust
KIMBERLY R. JOHNSON JUDITH L SCHWEIGER
ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
of 6 EAGLE,STATE
ID 83616TREET,SUITE 210 w baEeyeng$neers.o'm
FOXCR OFT SUBDIVISION NO . I
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 a Qualified I, the undersigned, Professional Land Surveyor in and for Ada County Idaho, hereby certify that I have checked this plat and that it complies with
Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE approval of the design plans and the State of Idaho Code relating to plats and surveys.
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 Certificate of
Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. County Surveyor
Central 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 been paid in full. This certification is valid
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of for the next thirty (30) days only.
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 )
) s.s.
APPROVAL OF CITY COUNCIL County of Ada )
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council I hereby certify that this instrument was filed for record at the request of at Minutes past
held on the _ day of 20 , this plat was duly accepted and approved. O'clock ____ .M. on this _ day of _, 20 , in Book _ of plats at
- - Pages
Instrument No.
City Clerk, Meridian, Idaho Deputy Ex-Officio Recorder
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11 79
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ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
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