HomeMy WebLinkAboutUMBRIA.01 Bi13 1,0L,9
PLAT SHOWING W^ UIOZATT69 (S 88'52'53" L 1330.73')
�•------ --- _ _ S_88.48'32" E 1330.57' U/U/ON P.4C/F/C RA/ZROAO ROILY
UMBRIA SUBDIVISION _ _ _ _ _ _ __
w� � 220.82' <s
3�'o• W.C. 6907 1109.75' -
A PORTION OF THE SOUTH 1 /2 OF SECTION 10, T.3N., F_ r N �-
R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO21 z�k'a $ ,�S�`�o°� '
2008
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25 100 300 �9\�1�1 Js3\•R.M
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J . I
0 50 zoo s�, �,� Ln c,
LEGEND SCALE: 1" = 100' J �' \ P
0 FOUND 1/2" IRON PIN, AS NOTED ♦♦ \ �'
0 FOUND 5/8" IRON PIN, AS NOTED ` �2
LINE TABLE
J L FOUND BRASS CAP MONUMENT
FOUND ALUMINUM CAP MONUMENT LINE LENGTH BEARING
L1 35.00 N 48'24'45" E
• SET 1/2" X 24" IRON PIN, PLS 7015 L2 35.01 N 49'53'15" E 'j.♦ �0 1
• SET 5/8" x 30" IRON PIN, PLS 7015 L3 35.05 N 54°07'45" E \v` sJ 9zoix 2
L4 35.15 N 51'59'45" E I
0 L5 72.36 N 48'48'38" E �`♦
CALCULATED POINT �
L6 34.07 N 48'48'38" E
R.M. REFERENCE MONUMENT L7 28.29 N 48'48'38" E
W.C. WITNESS CORNER
L8 72.51 N 48'48'45" E \ I PROPERTY BOUNDARY LINE L9 36.41 S 41'11'15" E '
-- -- `♦ � 1
LOT LINE CURVE TABLE k�o0
O\ �6'• I
---- ---- SECTION LINE Curve Radius Length Chord Dist. Chord Brg. Delta \ ♦ r'9\ L 1
Cl 25.00 38.92 35.10 N 45'48'03" E 89*11'23" ♦ : 1
� I
1/4 SECTION LINE C2 23.00 21.76 20.96 N 25'53'59" W 54'12'41" \ \ Q \ o
C3 62.50 18.78 18.71 S 44'23'53" E 17*12'53"
RIGHT-OF-WAY LINE ♦��c's. 1
C4 23.00 21.76 20.96 N 62'53'47" W 54*12'41" ♦.
EXIST. RIGHT-OF-WAY LINE `J \
C5 23.00 24.72 23.55 S 59°12'18" W 61'35'09"
OUTSIDE OF PLAT BOUNDARY
C6 62.50 84.92 78.54 N 67*20'14" E 77'51'01" I
CENTERLINE C7 23.00 23.06 22.11 S 77*32'11" W 57'27'06" \ ♦ NAMPA & MERIDIAN
♦ 1
C8 23.00 20.41 19.74 N 23'23'38" E 50'50'00" 5 IRRIGATION EASEMENT,
KENNEDY LATERAL EASEMENT LINE C9 62.50 26.58 26.38 S 10'09'46" W 24*22'15" 5 �� (SEE NOTE 9) 1
O LOT NO. Clo 23.00 18.49 18.00 S 66'57'58" E 46'04'21" ♦ \ I
C11 23.00 21.76 20.96 N 62'53'31" E 54'12'41" ♦ 1
(N89'36'09"W 1558.90') DATA OF RECORD PER TRUSTEE'S C12 62.50 60.45 58.12 S 63'29'46" W 55*25'11" \`
DEED INST. NO. 108007865 C13 100.00 28.38 28.28 S 56°56'27" W 16*15'37"
C14 100.00 43.51 43.16 S 77'32'03" W 24'55'37" \.M. 0)
NOTES:NOTES: C15 62.50 1 124.05 1 104.67 S 79'12'33" W 113-43'19" 106
I c0 0�
1.) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT ` \ I� �
PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT.
2.) A PORTION OF THE EAST SIDE OF LOT 1, BLOCK 2 HAS AN EXISITING THIRTEEN AND ONE-HALF (13.5)
FOOT WIDE PRIVATE INGRESS-EGRESS AND PUBLIC UTILITIES EASEMENT AS SHOWN ON SHEET 2. % I N o
(INSTRUMENT NC. 106180339) \ ♦ \ IN
No
3,) A TEN (10) FOOT WIDE PROPERTY DRAINAGE, IRRIGATION & PUBLIC UTILITY EASEMENT IS HEREBY c�'�• 2 jr-
DESIGNATED ALONG THE REAR PROPERTY LINE AS SHOWN. �F �� �♦` I� o
4,) MAINTENANCE OF ANY IRRIGATION OR IRRIGATION DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE
RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 5 p,Ao p2�♦ 9��`�� I
IRRIGATION/DRAINAGE DISTRICT. 0 1 4 Q p N �� ♦� \
5.) MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE AT THE /
TIME OF ISSUANCE OF ANY BUILDING PERMIT. ALL LOT, PARCEL AND TRACT SIZES SHALL MEET o 7x;
DIMENSIONAL STANDARDS ESTABLISHED IN THE ZONING ORDINANCE. UNION PACIFIC RAILROAD �O�LO
.O♦ C\ 1
6.) IRRIGATION WATER WILL BE PROVIDED BY THE NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE RAILROAD RIGHT-OF-WAY J\O\ \ 1
WITH IDAHO CODE SECTION 31-3805(B). ALL LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION •�- S $8'48_32_E__lf__ 1330_57_• ��'9
RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN IRRIGATION DISTRICT. I
REFER TO LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 106038080, ADDENDUM INSTRUMENT NO. CS 6g 6c I \ l \ 96
106104020 AND ADDENDUM INSTRUMENT NO. 108055213. FOR INFORMATION REGARDING RESPONSIBILITIES OF 07 N,5 p♦
OWNER AND IRRIGATION DISTRICT IN THE OWNERSHIP AND OPERATION OF THE IRRIGATION SYSTEM. �Ig'•QN,S'1 , \ ♦♦ 'f�� 5 \ G'��"'o
7.) ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT ♦ ��Q �� ,V0, � h , S 89'59'52" W 276.40'AT THE TIME OF RESUBDIVISION. S I0) •/�2�• �� C�� N " W.C. RN �� GN �8.) THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE 106 \O 10 = N895952E IN fMCREBRMHIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. .� Ico 00' • •-C14 r- 365.19 W. PERUGIA ST.
9. THE KENNEDY LATERAL FALLS UNDER THE AUTHORITY OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT. " ♦ �� CO���• •V •G�/00 •�4 L
o; ♦ I �� v� `�/ : N 89'59'S2" E 262.78' "l
REPRESENTATIVES OF SAID IRRIGATION DISTRICT CLAIM A RIGHT-OF-WAY OF SS FEET, BEING 35 FEET ON THE 3 •� v 2.0, �•n
RIGHT SIDE OF THE CENTERLINE AND 20 FEET ON THE LEFT SIDE OF THE CENTERLINE FACING DOWNSTREAM. �� 1 3rN�� !\C7.•` FqC� wC' NCO 1
10.) SEE SHEET 2 AND 3 FOR EASEMENT AND EASEMENT DIMENSION INFORMATION. 'N Q ��'�\y���"� S �N MgNNp�E 27
T F ANKLIN ROAD IS PROHIBITED. w 9J' (V O �S JSe I
11.) DIRECT LOT ACCESS TO WEST R I� ofr ` 27'
12.) LOT 2, BLOCK 2 CONTAINS IRRIGATION PUMP STATION FACILITIES AND SHALL BE OWNED AND MAINTAINED ;n ♦`�9� 1 p W 9\�' ♦♦ 1
BY THE NAMPA & MERIDIAN IRRIGATION DISTRICT. cn `
O N � J �� �OA \ M OC� 1 (n
13.) A PORTION OF LOT 1, BLOCK 2, IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE O rn \ 0• Q o
SYSTEM. THAT PORTION OF THIS LOT IS ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM 'HATER z - I z O• ♦ \ I Q 00
00
Z J
DRAINAGE EASEMENT RECORDED ON JUNE 1, 2004 AS INSTRUMENT NO. 104068411 OFFICIAL RECORDS OF ADA ♦ W \ ,�`•R.M. 1 I J <o
COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER ♦ ~ �;' c� -� = o
EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD (. 1$ c-
= Q
PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND (. S(• $NIL Z F \N�S656 GNpL �ANp Z� \• ►'� 4I Q Q 6
MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. F Nay S�1 N89.36'09"W 1 E N�095 Q� 1p6 5� `s \ �I O
9 I Yf p5 G CO S E G,P 9� ♦ w 0
14.) THIS PROJECT IS SUBJECT TO DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT N0. 106002636, GPO 149.79 j/j C'Qp 1 ap �ti Q cn
5.10 CN ` 6'CN S.10 S.11 � X\ \ N I U O z
ADA COUNTY RECORDS. - _ _ 932.15' __ _ • 238.42' % 13:�0.48' J, N -
1 4 v N89'3.09"W 1558.90' 7 015 �Q�, s`p�` � , z e m o
15.) THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: 5.15 (N89'40'29"W 150.00') 015 5.14 (p tp \J 1 m Q
"NO AGRICULTURAL OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR (N89°40'29"W 1558.52') o > /03 Oa Z Ss o j
W. FRANKLIN ROAD
PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES N 89°36'09" W 2640.84' REAL POINT �j.� 9TF OF `�P F� 9 �`♦ Z I
AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS BASIS OF BEARINGS OF BEGINNING ZC �F
NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED THAT THE PROVISIONS OF THIS SECTION �o �0 \ 1
SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF �0\O` 1
ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." BOUNDARY DETAIL �J��.♦
♦ S '
50 200 800 ,
8936'09" E
S:\ISG Projects SILVEROAKS 4PLEXES UMBRIA dwPlat S 02- ilverOoks2lotPLATrevO41108.dw 6 3 2008 5:15:28 PM MDT N 00 23 51 ` 98.49'
1450 E.VVATERTOWER ST. 0 100 400 1200 W. FRANKLIN ROAD 25.00' - 1
IDAHO rr , (N00'09'31"E 25.0C') _ 3g
SUITE 150 SCALE: 1 = 400 - - - - -- - - -- � - - -
S U RVEY MERIDIAN, IDAHO 83642 DEVELOPER: FND 1/2" IRON PIN, NO CAP,�� 149.79' FND 5/8" IRON
PH. 208)846-8570 JOB NO. 05-338 TENM/LEDEkf_Z0RMENT, LLC REPLACED WITH 5/8" IRON PIN REAL POINT PIN, NO CAP,
GROUP P.C. FAX((208)884-5399 BOISE, IDAHO (N89'40'Z9"W 150.00') OF BEGINNING SET PLASTIC CAP
11 SHEET 1 OF 5 PLS 7015
6 LC 13-7
PLAT SHOWING
UMBRIA - U/UPL A I TED a
-�--�-�- �-----_��__ L140 � U/1//O/V PACIFICR.4/LROAD BOGY SEE NOTE 3
-�---
o L110 _ �
SEE NOTE 3 n � o L141 --- V��--- --___-
13-1
SUBDI VISION 111*1� 1Q J SEE NOTE 3 L142 L1438 '
TyP• IRRIGATION EASEMENT 1
J L ��o� (SEE NOTE 18) M
A PORTION OF THE SOUTH 1 /2 OF SECTION 10,
T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO \
N 1
2008 F I
J y
MISCELLANEOUS EASEMENTS
LEGEND ` �yP IRRIGATION EA) O
EASEMENT I
SEE N 8
Z `� o
25 100 300
PLAT EASEMENT, AS NOTED o 50 200 v ` IR
--------------------
� ^ R IR
- -- - - - - ACHD DRAINAGE EASEMENT \ % \ use
L119 IR I J
IDAHO POWER EASEMENT SCALE: 1 = 100 \ ` \l>o ��++ - IRRIGATION SEE NOTE E8A>EMENT �- 1
IR SITE IRRIGATION EASEMENT, (SEE NOTE 18) ` �' BLwK p l I
�F
9
KENNEDY LATERAL EASEMENT, (SEE NOTE 9) \pNPL LANQ
1
. ......•...•...•.......••••• • PRIVATE ACCESS EASEMENT EASEMENT LINE TABLE CO ,� s \ %
PER INST. NO. 106180339 ` \ J��J I
F _
NOTES: �af 1
LINE LENGTH BEARING a 7 O �
1.) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE L40 16.94 N 25'22'51" W ch p \ `�\\ ,O' '
A TEN 10 FOOT WIDE PERMANENT PUBLIC UTILITIES DRAINAGE AND o lAVIP31*9 00
IRRIGATION EASEMENT. L42 22.17 S 57'05'44" W F \Q N : 'I
�j 9T P \ 1N5 IRRIGATION EASEMENT
N 32'54'16" W � O � \ _ EXISTING PRIVATE
/C F \ 1\6 (SEE NOTE 18) INGRESS-EGRESS AND PUBLIC 1
2.) A PORTION OF THE EAST SIDE OF LOT 1, BLOCK 2 HAS AN L43 28.86 N 57.05'44" E k J. SC\A ♦ �` L147 UTILITIES/EASEMENT. INST. NO.
EXISTING THIRTEEN AND ONE-HALF (13.5) FOOT WIDE PRIVATE L44 48.76 N 25.22'51" W \ 106180339. (SEE NOTE 2) TYP.
INGRESS-EGRESS AND PUBLIC UTILITIES EASEMENT AS SHOWN. (INST. L45 31.83 S 65'1O'14" W L153
NO. 106180339) L46 22.17 N 24.49'46" w EASEMENT LINE TABLE �� p L164 1, 11�1 : 1
3.) A TEN (10) FOOT WIDE PROPERTY DRAINAGE, IRRIGATION & PUBLIC L47 31.62 N 65'10'14" E \ \ yQ• ,'O 1
UTILITY EASEMENT IS HEREBY DESIGNATED ALONG THE REAR PROPERTY L48 54.31 N 25'22'51" W LINE LENGTH BEARING ` 70' SA
LINE AS SHOWN. L49 29.81 S 64'20'36" W L108 37.26 N 00'13'45" E NAMPA & MERIDIAN TyA �� IR L145 I
9.) THE KENNEDY LATERAL FALLS UNDER THE AUTHORITY OF THE L50 22.17 N 25'39'24" W L109 NOT USED ` IRRIGATION EASEMENT, R 1
5� (SEE NOTE 9) IRRIGATION EASEMENT L155 1
NAMPA & MERIDIAN IRRIGATION DISTRICT. REPRESENTATIVES OF SAID L51 29.91 N 64'20'36" E L110 525.88 S 88'48'32" E (SEE NOTE 18)
\0
IRRIGATION DISTRICT CLAIM A RIGHT-OF-WAY OF 55 FEET, BEING 35 L52 61.20 N 25'22'51" W L111 21.28 S 01.11'28" W %
FEET ON THE RIGHT SIDE OF THE CENTERLINE AND 20 FEET ON THE L53 32.76 S 59'33'50" W L112 211.17 S 08.56'15" W
LEFT SIDE OF THE CENTERLINE FACING DOWNSTREAM. ; 1
L54 22.17 N 30'26'10" W L113 67.07 S 20.11'15" W 1
16.} LANDSCAPE BUFFER EASEMENT, AS SHOWN, IN FAVOR OF L55 33.25 N 59'33'50" E L114 129.18 S 01'11'21" W
THE SILVEROAKS HOMEOWNERS ASSOCIATION. L56 60.28 N 36.14'23" W L115 156.03 S 57.17'45" W ` 40'
18.) EASEMENTS AS SHOWN HEREON AND REFERENCED BY L57 30.34 S 57.08'16" W L116 161.36 N 57.17'45" E TYP,
THIS NOTE ARE HEREBY DEDICATED TO THE SILVEROAKS L58 22.18 N 32.51'44" W L1171 132.83 N 01" 1'21" E n
HOMEOWNERS ASSOCIATION FOR THE OPERATION AND \
L59 29.03 N 57'08'16" E L118 61.79 N 2011'15" E Ln
MAINTENANCE OF A PRIVATE IRRIGATION SYSTEM.
L60 61.29 N 36.14'23" W L119 326.98 S 81'03'45" E ♦ Q IRRIGATION EASEMENT N 0
Ln
EASEMENT CURVE TABLE L61 30.62 s 50•02'27" W L120 132.60 s 46.12'46" E EASEMENT LINE TABLE \ ` �� (SEE NOTE 18)
L62 22.17 N 39'57'33" W L121 136.82 S 01'12'46" E ♦ ,gyp
C L63 32.06 N 50.02'27" E L122 281.96 S 21-17'14" W
Curve Radius Length Chord Dist. Chord Brg. Delta ♦ \ l�
L64 57.30 N 36'14'23" W L123 84.10 S 31'48'35" E LINE LENGTH BEARING
C17 23.50 1.11 9.10 S 48'49'55" E 8'*12'41 L65 37.66 S 48'39'06" W L124 136.91 S 38'16'52" E L167 86.04 S 01.49'14" W 1
C17 23.00 21.76 20.96 N 25'53'59" W 54'12'41 \ ` EXISTING PRIVATE INGRESS-EGRESS :13.5'
L66 22.17 N 41'20'S4" W L125 85.64 S 44'59'50" W L168 22.17 S 79'58'Ol" E ♦
C18 23.00 10.35 10.26 S 77.06'43" W 25'46'17" ` AND PUBLIC UTILITIES/EASEMENT. :TYP.
L67 39.64 N 48.39'06" E L126 28.87 S 00'00"0" E L169 27.54 S 10'01'59" W 'o
C19 1 62.50 81.58 75.91 S 35.22'08" W 74.47'00" '� l> INST. NO. 106180339. (SEE NOTE 2) �.
L68 25.76 N 36.14'23' W L127 56.18 S 89'59'50" W L170 60.56 S 83'17'29" E \ ♦Fy i,Q 1, 1
C20 62.50 23.02 22.89 S 83'18'39" W 21'06'01 L69 46.61 S 84.28'57" W L128 32.37 S 48.48'45" W L171 26.54 N 05*15'47" E ♦ ��\ �S' �iG' ��► fe:
C21 .50 15.15 15.11 S 84.15'46" W 13.53'12"
85
C22 85.00 70.64 68.63 S 65'47'45" E 47'37'00" L70 22.62 N 12'58'41" W L129 10.00 S 41.11'15" E L172 22.17 S 84.44'13" E \`Co �F ��
Q L136
C23 62.50 51.32 49.89 N 67'27'19" W 47'03'05" �
L71 31.61 N 84.28'57" E L130 28.62 N 48'48'45" E L173 27.10 S 05"5'47" W ♦ \ Qj 'L M L1.35
C24 23.00 18.49 18.00 S 66'57'58" E 46'04'21"
L72 31.98 N 41.13'13" E L131 52.59 N 89.59'50" E L174 59.98 S 84.19'05" E ♦ -9 9S, ACHD DRAINAGE EASEMENT 1
L73 69.37 N 71.56'33" W L132 173.00 N 89'59'52" E L175 30.02 N 0032'14" E N SEE NOTE 13 SHEET 1
C25 13.00 10.45 10.17 S 66.57'58" E 46'04'21" L74 23.52 N 16.56'35" W L133 183.76 � ( )
N 52.26'37" E L176 22.17 S 89'27'46" E ♦
C26 72.50 49.52 48.56 N 63'29'44" W 39'07'53" ♦9�� �� �: TYP.
L75 19.09 N 78'09'09" E L134 30.05 N 01*12'22" E L177 31.15 S 00'32'14" W
C27 62.50 35.22 34.75 S 51'55'45" W 32'17'08" L76 63.08 \ �127 J SEE NOTE 16
S 71'56'33" E L135 30.00 S 88'47'38" E L178 60.10 N 87.30'24" E _ o �� J
C28 23.00 21.76 20.96 N 62'53'31" E 54*12'41 <1
L77 6.62 N 52.40'48" E L136 30.00 N 88.47'38" W L179 30.45 N 04*11'22" W ♦ �9 �� - Z* �g SEE NOTE 18
C29 62.50 17.58 17.52 S 69'15'46' W 16'06'48" L78 38.18 N 22.58'57' W L137 895.59 N 01*12'22" E L180 22.19 N 85.48'38" ELO
C30 23.00 6.02 6.00 N 82'29'52" E 15.00'00" - '----
C31 23.00 6.02 6.00 N 82'30'08" W 15'00'00" L79 23.34 N 67'01'03" E L138 58.46 N 88.48'32" W L181 30.24 S 04"1'22" E EASEMENT LINE TABLE 2 �g �o I c23/ iR L13�
L80 29.53 S 22'58'57" E L139 103.98 N 72.02'21" W L182 57.35 N 85.15'59" E Q _ _ SEE NOTE 1 I�-�6•�o�I 1
C33 62.50 65.45 52.50 S 22'54'22„ W 49:51'28" L81 34.93 S 28.35'00" E L140 1142.55 N 88'48'32" W L183 30.92 N 05'26'08" W LINE LENGTH BEARING \ 'o�� -_- W. PERUGIA ST. --1
C33 62.50 65.45 62.50 S 77'50 06 W 60 00 00 L82 43.38 S 87'49'12" E L141 595.02 S 88.48'32" E L184 22.17 N 84'33'52" E L210 22.17 N 38*16'52" W
L83 29.49 N 01'11'22" E L142 103.98 S 72'02'21" E L185 31.20 S O5'26'08" E L212 35.21 S 51.43'08" W ♦♦ _324,-
EASEMENT LINE TABLES \ i
L84 22.17 S 88'48'38" E L143 49.93 S 88'48'32" E L186 53.92 N 85"5'59" E L213 54.06 N 35'46'42" W , 11o.os' 1
L85 29.87 S 01*11'22" W L144 543.73 S 01.12'22" W L187 31.86 N 05'25'25" W L214 32.85 N 51'43'08" E \ oN SEE NOTE 1
LINE LENGTH BEARING LINE LENGTH BEARING - - I
L10 30.53 N 88'47'38" W L25 52.42 N 35'46'42" W L86 53.85 S 87'49'12" E L145 158.87 N 89'50'38" W L188 22.17 N 84'33'52" E L215 22.17 N 38*16'52" W ♦ �� - SEE NOTE 16
L11 14.01 S 88'47'38" E L26 35.56 S 64.18'18" W L87 30.80 N 01*11'22" E L146 125.88 N 44.50'39" W L189 32.13 S 05'25'45" E L216 1 31.88 S 51.43'08" W \ \ �� 20 1
L12 9.71 N 00'00'08" W L27 22.18 N 25'41'42" W L88 22.17 S 88'48'38" E L147 88.47 N 89.50'39" W L190 53.01 N 85"5'59" E L217 54.72 N 35'46'42" W ♦♦
L13 69.94 N 35.46'42" W L28 31.62 N 64'18'18" E L89 31.18 S 01.11'22"� W L148 124.46 N 01.12.46" W L191 32.78 N 05.26'08" W L218 29.49 N 51.43'08" E \\ \ BL(�.n ' I I
L90 52.86 S 87.49'12' E L149 139.88 N 46'12'46" W L192 22.17 N 84.33'52" E L219 22.17 N 38.16'52" W
L14 36.12 S 51'43'08" W L29 61.12 N 35.46'42" W ♦ i I Q
L91 32.64 N 01'42'40" E L150 329.22 N 81'03'45" W L193 33.05 S 05'26'08" E L220 28.52 S 51.43'08" W
L15 22.17 N 38'16'52" W L30 27.18 N 46.23'17" W \♦ 1 N
' L92 22.17 S 88*17'20" E L151 207.34 N 08*56'15" E L194 16.39 N 85'15'59" E f J
L16 27.08 N 51.43'08" E L31 30.30 S 41'2510" W 1 g J
L93 34.36 S 01.42'40" W L152 21.96 N 01*11'28" E L195 10.67 S 55'11'25" E i
L17 54.06 N 35.46'42" W L32 22.17 N 48'34'50" W IRRIGATION EASEMENT i =
L94 48.41 S 83.17'29" E L153 84.09 S 89.50'39" E L196 35.60 N 30'07'16" E G
L18 29.44 S 51'43'08" W L33 31.15 N 41'25'10" E (SEE NOTE 1) o' ti \ "� (SEE NOTE 18) � 1
L95 35.13 N 09'54'03" E L154 125.88 S 44'50'39" L197 22.17 S 59.52' " E
L19 22.17 N 38.16'52" W L34 49.41 N 46'23'17" W E 44
16'x2O' QWEST I ♦�O
L96 22.17 S 80'05'57" E L155 162.83 S 89.50'38" E L198 37.41 S 30'07'16" W �� 1 m
L20 30.41 N 51'43'08" E L35 30.06 S 49'01'09" W COMM. EASE. 1 \ ♦ \ 16' x 20' QWEST I j
W
L97 33.89 S 09'54'03" W L156 367.12 S 01.12'22" W L199 23.05 S 55*11'25" E l
L21 54.06 N 35'46'42" W L36 22.17 N 40'58'S1" W L1oo � 1 0 'o, COMMUNICATIONS EASEMEN�. �
L98 54.80 S 83'17'29" E L157 175.56 S 52'26'37" L200 30.41 N 72'23'39" E ' i
L22 32.77 S 51'43'08" W L37 27.96 N 49.01'09" E 1s I ♦ (DETAIL "A") 1
L99 28.82 N 10*01'59" E L158 169.60 S 89'59'52" W L201 37.15 S 17.36'21" E o o \ ♦ '9 Z Q
L23 22.17 N 38.16`52" W L38 33.03 N 46'23'17" W C22 53.30' 1
L24 33.74 N 51.43'08" E L39 36.B3 N 55.23'35" E L100 79.30 N 89*36'15" W L159 25.25 N 00'00'10" W L202 63.08 S 88.47'38" E
L101 234.27 N 41'59'15" W L160 90.39 N 44'59'50" E L203 131.69 N 01'12'22" E �,� to' 16'1 1 \ SEE NOTE 16
DEVELOPER: L102 162.15 N 41.11'15" W L161 145.23 N 38'16'52" W L204 125.00 N 88.48'32" W IRRIG. EASE. ) `` _ L1oo °1
ZEN A,1/LE DEN£LOPMENT, LLC L103 81.93 N 41'11'15" W L162 78.54 N 31'48'35" W L205 29.81 N 01'11'28" E ---J___(SEE_NOTE-18)
L104 487.41 L163 10' 0) \` ? N
BOISE, IDAHO N 39'02'15" W 278.95 N 21'17'14" E L206 155.01 S 88'48'32" E � 1 ♦♦ �
S:\ISG Projects SILWROAKS 4PLEXES(UMBRIA)(05-338)\dwg\Plat\StiverOaks2lotPLATrev041108.d 6/3/2008 5:40:16 PM MDT L105 219.15 1 IPCO EASMENT
\ N 32'42'15" W L164 8.49 N 01'12'46" W L207 1568.87 S 01'12'22" W Ln
SEE NOTE 1 INST. NO. 302125 \ in
IDAHO L106 462.16 N 32'42'15" W L165 28.21 N 00'00'00" E L208 63.31 N 35'46'42" W ( ) __ _____Ln______� �1
1450 E.WATERTOWER ST. --- - - - •
SUITE 150
L107 125.15 N 43'18'15" W L166 145.63 N 52'26'37" E L209 36.18 N 51'43'08" E W. FRANKLIN ROAD
SURVEY DETAIL A 1
MERIDIAN, IDAHO 83642
PH. (208)846-8570 JOB NO. 05-338 -NTS-
G RO U P, P.C. FAX(208)884-5399 SHEET 2 OF 5
PA
PLAT SHOWING UNPLA -TEO 30' WIDE CITY OF MERIDIAN SEWER
__ __ __ EASEMENT, INST. NO. 106034783 0 L_�UN/ON PAC/F/C RA/LROAD BOGY 00,
UMBRIA I - _- _ L206
60.0 5�.4�
1 CITY OF MERIDIAN SEWER N�/ 1
1 & WATER EASEMENT �J 42 1
L2114 O
j J
,SUBDIVISION (SEE NOTE 17) CITY OF MERIDIAN SEWER 1
�7g L84 L88 L92 19 EASE. INST. N0. 105191330 30.0
J L L82_j co mrn 0) to
CL
L76g L188 L192 f �79
A PORTION OF THE SOUTH 1 /2 OF SECTION 10 L75 L86 L90 J L184
>s � L94 0 rn L172 �76JS
180 r to
f �� 1 <6i 98 o n ^ ,n w 90T.3N. R.1W. B.M. MERIDIAN ADA COUNTY IDAHO L7p wcnL186 (f f fffC>3 �^�o'< w L358 L362 -' L774 J L182 7y'5.LO v �1p0
2000 EASE. J M Lass^ L254No 1
V �` L71 �90 TIE-LINE L360 "' `O a'1370^ r L266
`O L262i-,
ro <26) L202 0 1
CITY OF MERIDIAN SEWER AND WATER EASEMENTS L364 M �, rnL258r N
J ['L2
f O L69 < L368 J L372 J L264�
ADA COUNTY HIGHWAY DISTRICT SIDEWALK EASEMENTS _z_
56 L260 L409 1
LEGEND to v I
25 100 300 0 ♦ ;� '' �¢pS �
PLAT EASEMENT o 50 200 ` `6 1 �y�� 4�� CITY OF MERIDIAN SEWER
1
--------------------
SEWER AND WATER EASEMENT, w
& WATER EASEMENT �►�+
SCALE: 1» = 100f ♦♦ ° ���� (SEE NOTE 17) nv 2
w <
(SEE NOTE 17) 59 <� L382 L378 L374 1252 n�7 0
SIDEWALK EASEMENT TO ADA ` �' `Ps o 00 °' n
CO. HIGHWAY DISTRICT, INST. <s L384 J J L380-� J L376 J N u�� ^ 3 9 I
L...:.::.._:,-.-::;_:-::-:.-:_:-::;:-::_..:__._..:......_..:._J NO. 106091000 EASEMENT LINE TABLE ♦ `� <s J L250��
L344 Lo %K 3 v
LINE LENGTH BEARING \♦ �55 w N 09'5608 E L346 w L347 ��
NOTES: L251 37.84 ♦ < L27
sC,�y L24��
N <
L252 42.49 N 80'03'52 W < 1- L24 I
1.) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A ` �r <
TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, DRAINAGE AND L253 181.19 N 10'04'35" E `' �, <� L278 1
L254 27.15 S 84'45'58" E �♦ �51 ^� < ��`�9 it 1
IRRIGATION EASEMENT. �.
L255 32.44 S 00'59'07" W < � ro N� EASE. �A
2.) A PORTION OF THE EAST SIDE OF LOT 1, BLOCK 2 HAS AN EXISTING L256 22.17 S 89'00'53" E ` `r° ��9 < <24 J p ° a° `�9sTIE-LINE '�I
EASEMENT LINE TABLE ♦ L413 L4,2
THIRTEEN AND ONE-HALF (13.5) FOOT WIDE PRIVATE INGRESS-EGRESS L257 27.69 N 00'59'07" E �� �23
AND PUBLIC UTILITIES EASEMENT AS SHOWN. (INST. NO. 106180339) ♦ �' ^ 8 `��
L258 51.44 N 85'15'59" E ��� '��o N�' L329 `� 1
L259 30.98 S 03'06'23" E LINE LENGTH BEARING ` �� o r L334
3.) A TEN (10) FOOT WIDE PROPERTY DRAINAGE, IRRIGATION & PUBLIC <� C23s ti� w w I
UTILITY EASEMENT IS HEREBY DESIGNATED ALONG THE REAR PROPERTY LINE L260 22.17 N 86'53'37" E L319 24.46 N 72'42'02" W ♦♦ �' ���< " -0 0 h o ^'
AS SHOWN. L261 31.61 N 03'06'23" W L320 18.93 S 17"17'58" W ` <� �352 423 �2g v�� L331 1
L262 53.94 N 85"15'59" E L321 91.45 N 75'38'50" W N >
9. THE KENNEDY LATERAL FALLS UNDER THE AUTHORITY OF THE NAMPA °6
L263 31.32 S 05'33'20" E L322 11.05 N 30'46'43" W EASE. �?
& MERIDIAN IRRIGATION DISTRICT. REPRESENTATIVES OF SAID IRRIGATION ♦ <,� V. �, �23 83 ^
DISTRICT CLAIM A RIGHT-OF-WAY OF 55 FEET, BEING 35 FEET ON THE L264 22.17 N 84'26'40" E L323 58.61 N .07'06'37" E ���<�° �� TIE-LINE Mh 2 oo M o
RIGHT SIDE OF THE CENTERLINE AND 20 FEET ON THE LEFT SIDE OF THE L265 31.00 N 05'33'20" W L324 25.95 S 77'48'11" E ` v �23 L285 L32g 3 1w
CENTERLINE FACING DOWNSTREAM. L266 140.00 N 85'15'59" E L325 22.17 N 12'11'49" E ♦ <.�s> (3S4 N o N w
L267 68.72 S 59'15'50" E L326 27.93 N 77'48'11" W h '' ILn LO
o
17.) A CITY OF MERIDIAN SEWER AND WATER EASEMENT IS HEREBY 'fie ° �� • <2 L287 C324
L268 152.97 S 30'44'10" W L327 36.78 N 07'06'37" E < 28 m „ z
DEDICATED AS SHOWN FOR OPERATION AND MAINTENANCE OF SANITARY oo N fa
SEWER AND WATER MAINS AND SERVICE LINES. L269 27.10 N 56'52'49" W L328 116.65 N 3815'40" E �"' h6 ^� .s N � n 1 z
L270 22.17 S 33'07'11" W L329 31.16 S 88'47'45" E ` vy.�30 � L22s N L289 < �<3 w
EASEMENT CURVE TABLE L271 28.02 S 56'52'49" E L330 49.62 S 00'00'07" E ♦ T F 291 `� L3 N L379 cn
< F o 21 ,�z
L272 44.46 S 30'44'10" W L331 22.17 N 89'59'53" E ` �9 <� �lisF ?9 " C3�g 10
Curve Radius Length Chord Dist. Chord Brg. Delta L273 28.06 N 73'14'22" W L332 49.15 N 00'00'07" W ` $ �'� �(� �9s w <w NILi
C16 62.50 9.11 9.10 S 48'49'55" E 8'20'49" L274 18.30 S 16'45'38" W L3331 28.90 N 45'00'08" W �2 �titi� `y� T <A�s t416 10.0' 0 w
C17 23.00 21.76 20.96 N 25'53'59" W 54*12'41" L275 55.35 S 21'37'38" E L334 139.06 S 88'47'45" E
C18 23.00 10.35 10.26 S 77'06'43" W 25*46'17" L276 25.80 S 82'36'08" W L335 496.76 S 01'12'22" W ` �2 ma's ryryo <�,�� A �� �i,�� <
�, �rL sr L419 312 1
C19 62.50 81.58 75.91 S 35'22'08 W 74'47'00" L277 22.17 S 07'23'52" E L336 12.56 N 55'50'46" E ♦ �l ��a ��g o��p o� o° I
C20 62.50 23.02 22.89 S 83"8'39" W 21'06'01 L278 31.43 N 82'36'08" E L337 32.93 N 34'09'14" W EASEMENT LINE TABLE `` C �ry� r0 �� L305 <3jo
C21 62.50 15.15 15.11 S 84"5'46" W 13'53'12" L279 90.47 S 21'37'38" E L338 12.07 S 55'50'46" W r♦`� <2� �,rl`i `'�� 6 < ,.� a r
C22 85.00 70.64 68.63 S 65'47'45" E 47'37'00" L280 100.48 S 36'41'58" W L339 48.61 N 27'30'50" W LINE LENGTH BEARING ♦��i <<'� �ti1 �'s ''
C23 62.50 51.32 49.89 N 67'27'19" W 47'03'05" L281 28.19 N 66'53'50 W L340 8.15 N 64'37'09" E L378 22.17 N 88'48'38" W O� �tio �� �3p3 can$ OD
C24 23.00 18.49 18.00 S 66'57'58" E 46'04'21 L282 22.17 S 23*06'10 W L341 20.00 N 25'22'51" W L379 31.79 S 01*11'22" W I
C25 13.00 10.45 10.17 S 66'57'58" E 46'04'21" L283 29.86 S 66'53'50" E L342 8.15 S 64'37'09" W L380 53.68 N 88'30'27" W <y <'� �1 <� <`3'� 1ti �� 15.0' CITY OF MERIDIAN 1
C26 72.50 49.52 48.56 N 63'29'44" W 39'07'53" L284 45.36 S 07'06'37" W L343 162.98 N 25'22'51" W L381 31.35 N 01'11'22" E (n
SEWER & WATER EASE. N-
C27 62.50 35.22 34.75 S 51'S5'45" W 32'17'08" L285 37.03 'p �6 °� (SEE NOTE 17)
N 80'49'44" W L344 80.78 N 89'14'36" E L382 22.17 N 88'48'38 W ♦ -9 ` �ti° o
C28 23.00 21.76 20.96 <
N 62'53'31" E 54"2'41 L286 22.17 S 09,10,16" W L345 10.00 S 01'29'33" W L383 31.23 S 01*11'22" W ♦ <� ��N
C29 62.50 17.58 17.52 S 69*15'46" W 16'06'48" L287 37.83 S 80'49'44" E L346 177.88 S 88'30'27" E L384 82.86 N 88'30'27" W ` s <�� °cs j 12.0' WIDE ACHD SIDEWALK EASEMENTS
C30 23.00 6.02 6.00 N 82'29'52" E 15'00'00" L288 44.23 S 07'06'37" W L347 84.46 S 79'55'25" E L385 53.98 N 36*14'23" W ♦ = PER INST. N0. 106091000, O.R. c21
C31 23.00 6.02 6.00 N 82'30'08" W 15'00'00" L289 33.02 S 85,18,10" W L348 63.31 S 21'00'27" E L386 32.17 N 53'53'27" E ♦ 201 \
C32 62.50 54.39 52.69 S 22'54'22" W 49'51'28" L290 22.17 S 04'41'50" E 1349 113.86 S 21"'17'14" W L387 22.17 N 36'06'33" W O °�° C33 5.0 WIDE ACHD SIDEWALK EASEMENTS c3o
C33 62.50 65.45 62.50 S 77'50'06" W 60'00'00" L291 22.56 N 85'18'10" E L350 30.50 N 68'42'45" W L388 32.22 S 53'53'27" W M� PER INST. NO. 106091000- O.R,_
L292 35.60 S 45'54'37" E L351 16.00 S 21*17'15" W L389 164.19 N 36'14'23" W ° L422 W. PERUGIA ST.
L293 41.26 S 52'45'24" W L352 30.51 S 68'42'45" E L390 25.64 N 53'45'37" E % I
EASEMENT LINE TABLES L294 22.17 S 37'14'36" E L353 113.95 S 21'17'14" W L391 26.41 N 36'14'23" W ♦ C18 L423 �T 20 -98.24 "`� cs1
L295 44.63 N 52'45'24" E L354 10.00 S 68'42'46" E L392 20.15 N 42'50'15" E N l ? N 1
LINE LENGTH BEARING LINE LENGTH BEARING J
L296 46.48 S 45'54'37" E L355 15.51 S 21*17'14" W L393 36.07 N 02'54'39" E EASEMENT LINE TABLE CITY OF ME 424 L10
RIDIAN
L221 51.63 N 35'46'42" W L236 31.00 N 68'42'46" W L297 43.97 S 44'08'01" W L356 47.97 S 54"3'18" W L394 22.03 N 59'00'28" W SEWER & WATER
L222 5 . 5 N 5446'42" E L238 31.18 N 21'17'14" E L298 22.17 S 45'51'59" E L357 174.15 N 44*13'38" W L395 36.25 S ()2'54'39" W LINE LENGTH BEARING EASEMENT (SEE NOTE 17) 1
L223 59.52 N 35'46'42" W L238 31.18 S 70'36'03" E L299 43.99 N 44'08'01" E L358 149.30 S 87'44'46" E L396 39.54 N 50'54'36" W L416 143.51 S 75'38'S0" E % Mv 1
L224 56.91 N 54'13'18" E L239 22.17 N 19'23'S7" E L300 31.61 S 45'54'37" E L359 29.68 S 01"1'22" W L397 87.44 N :'4'03'29" W L417 9.72 S 13'05'46" E \ BL(fin 1
L225 28.51 N 31'25'12" W L240 30.45 N 70'36'03" W L301 20.02 N 46'27'40" E L360 22.17 S 88'48'38" E L398 82.24 N .53'07'11" E L418 42.73 5 39'07'52" W
L226 28.32 S 68'42'46" E L241 29.26 N 21'17'14" E l a
L302 43.62 S 18'38'22" W L361 29.27 N 01'11'22" E L399 28.64 S 56'S2'S1" E �
L227 22.18 N 21*17'14" E L242 19.34 N 21'00'27" W L419 44.94 S 89'05'23" W
L303 22.17 S 71'21'38" E L362 66.66 S 83*47'19" E L400 22.17 N 33'07'09" E I J
L228 31.00 N 68'42'46" W L243 27.43 N 72'29'27" E L420 464.15 S 01'12'22" W 20' _1
L304 44.54 N 18'38'22" E L363 26.51 S 09'17'23" W L401 28.64 N 56'S2'S1" W L421 659.59 S 01'12'22" W
L229 53.83 N 21*17'14" E L244 22.17 N 17-30'33" W N o =
L305 23.41 N 89'30'37" E L364 22.17 S 80'42'37" E L402 53.91 N 33*07'11 E G co
L230 31.00 S 68'42'46" E L245 32.77 S 72'29'27" W L422 10.00 N 89'59'52" E 2 uj Q
L306 41.68 S 09'23'42" E L365 27.53 N 09'17'23" E L403 28.64 S .)6'52'49" E L423 12.00 S 00'00'08" E 1 m
L231 22.17 N 21'17'14" E L246 35.55 N 21'00'27" W L307 21.87 N 68"1'35" E L366 55.81 S 83'20'37" E L404 22.17 N 33'07'11" E L424 20.00 S 89'S9'S2" W ��
L232 31.00 N 68'42'46" W L247 25.03 N 41'19'49" E L308 27.19 N 09'23'42" W L367 32.74 S 10*15'09" W L405 28.64 N 56'52'49" W �`
L425 10.00 S 89*59'52" W o 5 W
L233 53.85 N 21'17'14" E L248 22.17 N 48'40'11" W ` I�
L309 22.93 N 39'07'52" E L368 22.17 S 79'44'51" E L406 52.85 N 33*07'11" E L426 10.00 S 89'59"' W ♦ 1 ~
L234 31.00 S 68'42'46" E L249 2'::' S 41'19'49" W L310 27.72 S 64'21'38" E L369 34.14 N 10*15'09" E L407 28.89 S 59*27'12" E CITY OF MERIDIAN SEWER 1 Z Q
L235 22.17 N 21-17'14" E L250 34.14 N 79'55'25" W & WATER EASEMENT
L311 22.18 N 25'38'22" E L370 50.79 S 83'20'37" E L408 35.66 N 30'32'48" E �
(SEE NOTE 17) _
DEVELOPER: L312 25.48 N 64'21'38" W L371 35,51 S 06*10'09" W L409 66.56 S 88'47'38" E P` LA J
TEN M/LE DEIi£LO0AIENT, LLC L313 42.63 N 39'07'52" E L372 43.17 S 83'49'51" E L410 296.46 S 01*12'22" W SON ��5, o 1
L314 29.11 N 17*39'02" W L373 150.79 S 10*04'35" W L411 28.28 S 43'47'38" E n �� G� \ 25 1
BOISE, IDAHO L315 44.33 N 72.42'02 W L374 41.69 N 88'48'38" W L412 12.65 S 01*12'22" W /` ♦ tO I
S:\ISG Projects\SILVEROAKS 4PLEXES(UMBRIA)(05-338)\dwg\Plat\SilverOoks2lotPLATrevO4ll08.dw 6/3/2008 5:26:55 PM MDT L316 26.34 N 28'53'32" E L375 32.19 S 01*11'22" W L413 164.92 N 8$'47'45" W ,r7 0 15 w ` O
DAHO 1450 E. WATERTOWER ST. L317 22.17 N 61'06'28" W L376 53.84 N 88'30'27" W L414 26.18 N 45'54'37" W N Vi
SUITE 150 L3181 30.89 1 S 28'53'32" 01 IL3771 31.90 N 01'11'22" E I L4151 78.97 N 39'47'02" W q � �� W. FRANKLIN ROAD
SURVEY MERIDIAN, IDAHO 83642 F OF --- - -- - -- -- -- - - -
PH. (208)846-8570 JOB NO. 05-338 Eck J. Sc
GROUP, P.C. FAX(208)884-5399 SHEET 3 OF 5
8jr 0
UMBRIA SUBDIVISION
CERTIFICATE OF OWNERS ACKNOWLEDGMENT
KNOW ALL MEN BY THESE PRESENTS: THAT TEN MILE DEVELOPMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY, IS THE STATE OF )
OWNER OF THE PROPERTY DESCRIBED AS FOLLOWS:
S.S.
COUNTY OF )
A PARCEL OF LAND BEING A PORTION OF THE SOUTH 1/2 OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE I '
MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MONUMENT ON THIS IWDAY OF BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE,
MARKING THE SOUTHEAST CORNER OF SAID SECTION 10 FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTH 1/4 PERSONALLY APPEARED GRA H. OLFE SR., KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF TEN MILE DEVELOPMENT
CORNER OF SAID SECTION 10 BEARS NORTH 89'36'09" WEST, 2640.84 FEET; THENCE ALONG THE SOUTH BOUNDARY LINE OF LLC, AN IDAHO LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED SUCH INSTRUMENT FOR AND ON
SAID SECTION 10 NORTH 89'36'09" WEST, 1558.90 FEET TO A 5/8" IRON PIN MARKING THE REAL POINT OF BEGINNING. BEHALF OF SAID LIMITED LIABILITY COMPANY AND THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS
THENCE CONTINUING ALONG SAID SOUTH BOUNDARY LINE NORTH 89'36'09" WEST, 149.79 FEET; THENCE LEAVING SAID SOUTH WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
BOUNDARY LINE NORTH 00'23'51" EAST, 25.00 FEET TO THE INTERSECTION WITH THE SOUTHEASTERLY EXTENSION OF THE ABOVE WRITTEN.
CENTERLINE OF THE KENNEDY LATERAL; THENCE ALONG SAID SOUTHEASTERLY EXTENSION AND SAID CENTERLINE NORTH
41'59'15" WEST, 300.04 FEET; THENCE NORTH 41'11'15" WEST, 300.00 FEET; THENCE NORTH 39'02'15" WEST, 490.00 FEET;
THENCE NORTH 32'42'15" WEST, 690.00 FEET; THENCE NORTH 43'18'15" WEST, 99.58 FEET; THENCE LEAVING SAID CENTERLINE
NORTH 00'13'45" EAST, 87.72 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAILROAD;
THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 88'48'32" EAST, 1330.57 FEET; THENCE LEAVING SAID SOUTH
RIGHT-OF-WAY LINE SOUTH 01'12'22" WEST, 1568.91 FEET TO THE POINT OF BEGINNING; CONTAINS 28.64 ACRES, MORE OR NOTARY PUBLIC, STATE OF rz��"
MY C MMISSION XPIRES ,, •'M' j'.` .
LESS. '
RESIDING IN
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT AND TO DEDICATE TO THE PUBLIC, t`+rx „, A ,�
THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE USE `f
OF THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES OR SUCH ••+ „
OTHER USES AS ARE DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID Q s
EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE ~= � G8�-`
CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. F of
�e�#¢ : .i t".BSA•
OWNER:
TEN MI/ DEVELOPMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY
CERTIFICATE OF SURVEYOR
04 a 1, PATRICK J. SCHEFFLER, 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
BY: GRAYE H. WOLFE SR., MANAGER 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 PLATS AND SURVEYS.
p L D
�S sG�
7015 ;'
PATRICK J. SCHEFFLER (P 1111) IDAHO NO., 7015
9�4s� OF
\'o \.
CK J. S CHI
05-338
SHEET 4 OF 5
S: ISG Pro is SILVEROAKS 4PLE)(E UMBRIA 05-338 d Plot SllverOdm21otPLATrev021408.d 4 10 2008 3:49:42 PM MDT
UMBRIA SUBDIVISION
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, COUNTY SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
o
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ***
ON THE �' �;'' DAY OF
/� Vt' F,iYt BF FFFtgF '�y �• ..�4
)oL S s3
C UNTY URVEYOR
r ys.e. A e lErisli uLx JN
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a
C IRMAN ACHD
5
CERTIFICATE OF SURVEYOR
I, PATRICK J. SCHEFFLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF
till t.l:
,o
IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE
APPROVAL OF CENTRAL DISTRICT HEALTH DEPARTMENT 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 PLATS AND SURVEYS.
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE pNp- LAHO
LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL.
SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY ISSUANCE OF A
CERTIFICATION OF DISAPPROVAL.
0151
PATRICK J. SCHEFFLER (op Is/A o IDAHO NO., 7015
OF �N'
J. g CN
CENTRAL DISTRICT HEALTH DEPARTMENT
CERTIFICATE OF THE COUNTY TREASURER
APPROVAL OF CITY ENGINEER 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
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30)
DAYS ONLY.
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CIS TAG NEER TE COUNTY TREASURER
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APPROVAL OF CITY COUNCIL
COUNTY RECORDER'S CERTIFICATE
I, THE UNDERSIGNED, 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 THIS PLAT WAS DULY STATE OF IDAHO )
ACCEPTED AND APPROVED. ) S.S.
COUNTY OF ADA )
I HEREBY CERTIFY THAT THIS INSTRUMENT W FILED FOR RECORD AT THE REQUEST OFZ1.Le Sj,�Ly�_�xa
AT _3 MINUTES PAST I O'CLOCK M., ON THIS �J DAY OF Ttt►ofr I.20
CITY ERK, IDI N, IDAHO BOOK OF PLATS AT PAGES INSTRUMENT NO. e
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E%TVO DEDE FIF
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05-338
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