HomeMy WebLinkAboutMapFinal
NW CORNER
SW 1/4 SECTION 3
(W 1/4 CORNER)
FIND: R.R. SPIKE 0.25'
BELOW PAVEMENT
ATE. SOUTH 10TH AVE.
C.P.& F. INSTR. No. 9626817
N 89'00'31" E_
S 89'00'38" W 747.27' -
OVERALL DISTANCE FROM 5/8" IP
TO TRUE POINT OF BEGINNING
SCALE: 1 "=50'
HOMEDALE ROA
SECTION CORNER 4 13
FND: BRASS CAP MARKED
C.P.& F. INSTR. No. 96268149110
PLAT SHOWING RECORDED AT THE REQUEST OF
SILVERBOW ESTATES PHASE I K & L DEVELOPMENT, L.L.C.
A PLANNED UNIT DEVELOPMENT FEE:11.00
IN THE S 1/2, NE 1/4 SW 1/4, SECTION 3
TOWNSHIP 3 NORTH, RANGE 3 WEST
BOISE MERIDIAN
CALDWELL, CANYON COUNTY, IDAHO
NE 1 997 S 89.00'38" W 1*00' SW C/a sEcnoN 3
ORNER
2641.72' - - -
- - - - - (C 1/4 CORNER)
_ 287.27' U N P L A T TE D FND: 5/8" IRON PIN W/
_ - - d CAP S&E LS 36'7
a0.00'
50.00' 50.00' 50.00' 50.00' 87.27' C.P.& F, INSTR.. No. 9626816
I--- -1 �----� �BLOr.KJ (-1 --3 r'------r-T N 00-28'59" W
1w wl I wl I I I STORM : I WATER I � 663.26'
N. NI h$ 4 to wl I. Fo I� TRUE POINT
5 °I I� TI IN 3 N1 l0 2 0 h 1 10. o 1 OF BEGINNING
10� CI
10 NI
L---J
50.00'
1�' 01
I NI
L---J
50.00'
N
S 89'00'38" W
� 193.53' TO PIN
N
II Im SI I
n
1 01 1
01 1 0
L - - -vJ QETENTION LAREA - J
50 00' 50.00' 66.72'
N
158-29' S 89'00'38" W - 168.01
FLINT DRIVE
N W
70' 50 50' 32 77 O 1 g 60.00'
50. S
=- i r-= �19
N 3 1° 2I I� 1 t o
lam to 0 I� I
W 1 10_"I
L---J J---J L_--J
50.64' 50.50' 52.95'
F 5 89'31'01 W ia3.59 T 1C
1f 5' 1
I I
I I
II I
4- I
I I
cv loo
I� I
w IN -* I
I Y IAJ
14 10' -a o
0 1�
1 -J IN
m I
I 13
�I 1
Z In I
-' I� I
0 IZ I
< I I
I I
I � I
5. 3 89'31 bi" W 143.40' 1-
50.00' 50.00' 53.90'
F----1
to I I �I I ,
�I E� 01
I C
Ina
10� 11 mN 12 NI 13 I
IN gl I gI 1 I
W 1 W 1
L - - -J L_- J L
G��--�--- I Z
G��--�--- I Z
III
3
28'
N N 89'00'38" E 165.20'
�- 192.71' TO PIN
00
GOLD CREEK DRIVE
54.00'
r---�
Iw
wl
INN
N
ION 51
�I
IS°°
a
I�
01
L___J
54.00'
-
N 89'00'46" E 775.21'
OVERALL DISTANCE FROM 5/8" IP-TO
5/8" IP ON (c OF MONTANA AVENUE
54.00
-
I
°'�I�
�N
NI
1N
52 �I
I�
�I
0
1
W
�----J
54.00'
ti
413.38' �-
ml00
N
01
O
ZI
FN W
INN 53
100 d
I
L__ 5-1
54.00'
10
01
57
10
of
I--10'
to
I
L - S
89'31'01" W
- J
28'
n L
100.00
-I
NI
I
ll
moo\
56
to
la
�
Ir
f
83.01r
55
Y I
0 I'a
\
GA�i�\
�-10'.-
1
\,\S•
10' `i
5461
7
ID O
I
\\\J
----1-----
130.21'
332.21'
- -
UNPLATTED BASIS OF BEARING
N 89'01'00" E 2637.33'
40'
;
N
Q
to
Q
I
cO
Z
I
�
o
Z
I
0
N
40.00'
40'
40.00'
1
m I O)
n LO
Co 00
N C4
IO
0
W
1-
J
a
Z
LOT 1
BLOCK 2
` O i' L
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
D TA
6
20.00
31.24
19.82
28.16
N 44'15'50"E
89'29 38
45
20.00
14.80
7.76
1-4 46
N 69*47'S3"W
42' 3'S8"
45.00
--*5
30.09
15.63
29.54
S 67'44 51 E
1 55
00'
41.13
22.13
39.71
N 66'S4 43 E
52" 1 57
45.00
33.51
17.57
32.74
N 1 '23 56 E
42 , 9 37
49
45.00
32.16
16.80
31.48
N 22'24 2 W
4 7 05
20.00
14.80
776
1
42'23'58"50
53
10.00
31.42
<Infinite>
20.00
180.6-000
54
10.00
31.42
<infinite>
20.00
180.00,00
57
20.00
1.59
20.18
28.41
N 454410 W
90'30 22
58
20.00
31.24
79.82
28.16
S 44'15 50 W
89'29 38
9
0
1.
.1
.41
N W
90'3 222
64
20.00
31.24
19.82
28.16
N 44'15 50"E
89'29'38'
LOT AREA
TABLE
BLOCK
LOT
AREA
1
1
7,042
1
2
4100
1
3
4100
1
4
4100
1
5
4100
1
51
4,602
1
52
4,602
1
53
4.231
1
54
6,556
1
55
6,541
1
56
6,593
1
57
6,600
1
1,914
1
6,802
6,183
.600
4
1
4,146
4,014
4
4
11
4,046
4
12
4,027
4
13
4,232
4
14
214
s �yy�O
1UP
N00'28'59"W
1326.51'
SE CORNER
SW 1/4 SECTION 3
(S 1/4 CORNER)
FIND: 5/8" IRON PIN & CAP PLS 8248 AT THE
INTERSECTION OF HOMEDALE ROAD AND
MONTANA AVENUE
C.P.& F. INSTR. No. 9626815
LEGEND
- -
Boundary Line
Lot Line
Centerline of Street
I'9
Found Bross Cap Monument
Set 2" Iron Pipe w/ 5/8"x 30"
Iron Pin with Plastic Wont. Cap
0
Found 5/8" x 30" Iron Pin
with Plastic Ident. Cap
Set 5/8" x 30" Iron Pin
with Plastic Ident. Cap
Set 1 /2" x 24" Iron Pin
with Plastic Ident. Cap
- - -
- - General Utility, Drainage, and
Irrigation Easement Line as noted:
10' Wide - Adjacent to streets
and rear lot lines unless
unless otherwise shown
5' Wide - Side lot lines unless
otherwise shown
1. A drainage and utility easement 5.00 feet in width is hereby dedicated
along all side lot lines, unless shown otherwise. Should the lot lines
be adjusted, the easement lines shall move with the adjusted lot
line provided that no utilities have been installed within the limits of
the easement.
2. This subdivision is subject to compliance with Idaho Code 31-3805
concerning irrigation water.
3. The water system serving this plat shall be an extension of the City
of Caldwell Municipal Water System.
4. Lots 1 and 2 Block 1 are reserved for Storm Water detention facilities.
5. Lot 1, Block 2 is designated as common landscape area, utility
easement and drainage easement and shall be owned and maintained
by the Silverbow Estates Homeowner's Association.
6. Lot 14, block 4 is designated as common area and shall be owned
and maintained by the Silverbow Estates Homeowner's Association.
7. Lot and Block numbers shown hereon are in accordance with the
approved Preliminary Plat of Silverbow Estates, a planned unit
development.
8. No direct lot access will be allowed from Montana Avenue.
9. Grading within Storm Water detention area shall not be altered without
prior approval from the City of Caldwell and Pioneer Irrigation District.
OWNER/DEVELOPER:
K 8c L DEVELOPMENT, L.L.C.
7613 CYPRESS LANE
NAMPA, IDAHO 83687
J-U-B ENGINEERS, INC.
Engineers Surveyors Planners
Nampa, Idaho
N961125
PLAT BOOK -`�"_ PAGE
SHEET 1 OF 3
`� C
PLAT SHOWING RECORDED AT THE REQUEST OF
SILVERBOW ESTATES PHASE I K & L DEVELOPMENT, L.L.C.
FEE: $11.00
A PLANNED UNIT DEVELOPMENT
IN THE S 1 /2, NE 1 /4 SW 1 /4, SECTION 3
TOWNSHIP 3 NORTH, RANGE 3 WEST
BOISE MERIDIAN
UNPLATTED CALDWELL, CANYON COUNTY, IDAHO
S 89'00'38" W 747.27" - 1997
OVERALL DISTANCE FROM 5/8" IP
460.00' TO THE TRUE POINT OF BEGINNING -
50.00' 50.0o'� 50.00'~ 50,00' 50.00' S0.00'
60,00' 50.00' - - 1
50.00' -1 r----1 r----� I -----I r---� r----1 r w
w r} W BLOCK w I I I I �J I i I N I
N I I I N I wI I wl I "'1 I WI I J I 7 NJ If 6 °g� CURVE TABLE
N' oco
N I 10 • I N 00 1 N p N N N 10 nl IN n
rnOI 1�} °nl I �13 Io I 12 �� I 11 �I l0 10 9 pmi l0 8 voj lr 01 Ia0 o i �L CURVE RADIUS LENGTH
L,301H TANGENT 13.00 N 80'55'17"E DELTA
�N I 1° o v I I I
O CD.I Im o 1 0 1 o I 10' voil 1 NI I! 001 1� of I^ w J ^^ 2 150.00' 14,67 7.34 14.67 N 86-12'29"E '
O 5' N I I 1 r o I I �I I o. I J L-- -- J Il 3 150.00' 15.12 7.57 15.11 N 88`06'07"W 4' "
L - - - J -+- 10 L I I t ^1 I I U 65, C38 C37 35.24' 4 150.00' 12.56 6.29 12.56 N 82'48'54"W 4T "
(n 50.00' 47.00' C6 C5 30 86' L .-_!- - J I 1 1 13.19' I 32 5 178.00' 19.84 9.93 19.83 N 83'36'32"W 6'23'10"
�-" 8-1' S 89'00'38" W 6 178.00' 1101 6.51' 13.01' N 88'S3'44"W 4'11'15"
S 20�22'27" E 50.86' L - - 00
J L - _ __ 50. 35.24' N
2*22'2 14 99' C40 C39 C35 19 178.00' 25.35 12.70' 25.33' 8'09'40"
S 89'00'38" W 87.15' C70 20 197.00' .4 ' 3.7 ' 7 4 ' 4'4 "
N 8p'24'S7" a" W 5 7g•2fi14' W 193.53' TO PIN W 21 197.00' 11.6 5.84' 11.68' S '07" 3'23'47"
7C3C4 W 96.>7' 22 20.00 35.27' 24.28' 0.87' 1' '4 1 1'01'57"
FLINT % 7I�261 7tl.a5 23 20.00' 34.95' 23.88' 30.6T S 49'31;37„W LQ0'06'53"
N DR'vE C34 Zg 26, 24 20.00 31.58' 20.16' 28.40' 4 ' 0'2732"
�j 20.22'27" E C60 27 20.00 31.26' 19.84 28.17 N 44'14' 4'E - 932 28"
29.68' �3� g0 311 20.00 31,26 19.84 28 7 N 444'114 24 E - 9 32 28 44.01' C' I , 0. ,
r - - ?�` �ry5^ _52 03 C65 G/ 10' 3 SCALE: 1 "=50 32 150.00 27.6 113.88 27.64 S 85'42 09"E 0'34 25
C66 ffi
; I cl a 225.00 83.04 42.00 S 89.00'38"W 1' 8'49"
m 31 r - - r 6- N 34 225.00 83.04 42.00 N 89'00 38 E 1 pg 4g"O �1 i lI4 IcO 35 150.00 2768 13.88 .6 S 83.43'26"W 90_34'25"
O 0 1 a 28' 28'01 0 o I o of0) 1N Im 28' 28' n1 o LEGEND 37 178.00 14.7$ 7.39 14.78' S 86'3755"W 4'45'26
1Im I ; I� 01 1 I^ L S 89*28'10" W J 1 8.00 18. 7 904 18.06 S 81'20 43W '48 5oo I o I 1 1 37.18' N 83'51 08 E 10'49 49
Ir5' I Z I a - - Boundary Line 40 19 Otl 5418 17.26' S4 40' S 89'4242 W 115'45 22
---+�o"wJ I r-SoBo -,N 89'00'38" EL S$ZZ$12 W J g l 5 �O o Lot Line 1 �'� _ 0 4 19 686 3.43' 6.86'
2C N 81.2 47 W 1'S9 3163.52' _ 3 r - -80.00 1 n1 - Centerline of Street 1 626 313' 626' S81'25 23E 2'00 51_ 1 10 0l 178.00' 26.59 1332' 26.57' S 86'42 35 E 8'33 34
w T 3 �1 g of �l 0 La_ 3TZ5:14 Y J Found Brass Cap Monument 602.51 1 10'34 25
° 1 o V I m a l 1 ^n N1 2 I o 61 20.00 27.57 16.4825.68' 78'58 03
NI"ol C�O Set 2" Iron Pipe w/ 5/8"x 30" 62 20.00 27,8s 16,75 25.68 795307
N Eo OJ1�0I If10' I" 8080 �31 Iq 18 a] IOo '_ °!>Z_j L S89'28'10" w J o Iron Pin with Plastic Ident. Cap 63 122.00 2534 11.67 22.34 S 85'4209 E 10' 3225
1 - < o I d a 5.34 2.67 5.34 S 81'0113 E 1'12 32
O I 10 Z r T 3� r } o i 6 d Found 5/8" x 30" Iron Pin 6 253. 58.65 29.46 58.52 S 88'15 57 E 13'I6 57
1 o gp pp 80.00 r O 32.94 21.59 29.34 N 4T43 07 W 94'22 35
Q with Plastic Ident. Cap 32.67 21.30 29.16 N 46'10 8E 93'3615
= L L-- ti� 0 1 1 0 o I �[ 1 c > L g9-2$14 �LJ r 69 253.00 58.96 29.61 58. 3 S 86'2 50 W 13' 1 09
a c, I Q o I o 0 U 1 0 > W Set 5/8" x 317" Iron Pin
43.02' > r I 10 n r ^� O 3 I - _ • -
N > I gl� I J I r 8000 with Plastic Ident. Cap 70 150.00 2768 13.88 27.64 4 t0' 4
Q S 00'48'47" W GRAYCLIFF Z 0° �J D 1 Ala 71 150. 1. N s ,
28.02' > L 72 253.00 5.6 2.83 5.67 S 79'04 45 W 01-17 02
91.52' > S 89'2810TW L S 875281b" W 0 01 7 �I oo w Set 1/2'° x 24" Iron Pin
S 89'00'38" W 0 800p - _ 80_00 0 )I col with Plastic Ident. Cap
W . Z
3 rr-- r o 3 L S 89.2810 w
0 m
DRIVE 64tii
1 I I o - - - - - - - - - - General Utility, Drainage, and
S 00'4S'47" W 4 I N I U r 60.00W Irrigation Easement Line as noted:
0-1 4a.o1' I I 0 o I of o Z 10° Wide- Adjacent to streets
2801 10 o = and rear ICJ lines unlessr3:8',0" w� J �I 8 �I� vunless otherwise shownNOTESI �� I �I a - Side lot lines unlessw O Eo I USo-ooTip'� S 82:2 - W 5' Wide 1. A drainage and utility easement 5.00 feet in width is hereby dedicated
to O 1 I 1 I I of�erwise shown along all side lot lines, unless shown otherwise. Should the lot lines
o d 1 p I ro o dip'I 0 a I 5 1< o F- 80-0o Y be adjusted, the easement lines shall move with the adjusted lot
<n I 1 o 0 I-�10' v of - c
a �I- 5' n�lW NI nI 8 0l� I..-10' I
0 O o <,K line provided that no utilities have been installed within the limits of
_ _ _ -iJ I 01 L Sfl22H 12 _A .J � i 9 J 1 0 I\ 7 V [ r the easement.
S 89'00'38" W 5w29'14 JOl a] al IV
r - SO b0 L 588:2$1Q' J 1U
_ � s„ 4 2. This subdivision is subject to compliance with Idaho Code .31-3805
W r 63.5Y i- 80.00 �I h o i 6 i s 28' I 28' ^ r- 80.00 0 �97\Q� concerning irrigation water.
NII O ID 28' I 28' -dI . 1` I oI °Io _��\� 0i h
N E 0 1 N a 7 1 r I ) a I 10 s I fq� Q� 3. The water system serving this plat shall be on extension of the City
I 0 18 m I O 3 I o-g1 1 _ _ - - ��0 01 m LOT TABLE of Caldwell Municipal Water System.
'n Im 1 � l - G7 C69 r ( 10' Z-I BLOCK LOT AREA BL CK LOT AREA
OI o 10' -{ M E ?? '51.55 I 30. -11.12 4.1 7 40 4. Lot and Block numbers shown hereon are in accordance with the
L - - / o N 80'2457" 46' C63 t 4, 8 4,000 approved Preliminary Plat of Silverbow Estates, a planned unit
N G> 01 26.05• i 4 4 9 4 000
S 10 51 11 yy 43 02 �33 _ development.
. � " Z g6 j1 - N 89'00'38" E 4 10 5,017
N 80•24'57" w 27.51' 1 1 1 4,852
28.61' N N 78'26 14� E p R, VE 70.66' C32 1 11 4 758 4 000
N 89*00'38_E 81.86' C2 CI 1 12 4,308 3 4.560
192.71' TO PIN 1 13 4 922 4 4,560
c7,
g
CR---8-_-- N 14 4100
s a 03$
6 4808
GOLD 432U.�C2I1 1 43 4.516 751285- C4C43 C44 S 10*51'11" W 5366'
C19 C227.51' 1 45547 9
OWNER/DEVELOPE 6 4,560
28.61S3.00' 34.73' I 1 7 1F-- __I1 I90 Nw44 K 8L DEVELOPMENT , L.L.0.W NI 7613 CYPRESS LANE N1 as s7s 5-46 48 �1 I 1 1aaNso 4s19
N.O 1 Eo IN o1 45 � m N
o°I NAMPA IDAHO 83687
43 �I I 4 4 4967
� I I
(3) N IN o I 1
Lp u1 Im I Io 1a s 4,000
7 1$ 7
er 01 I
4000
oBLOCK 11 J L_ - - -J J-U-B ENGINEERS, INC.
n L- - -J L- - -JL- onners
600' 4.00' S4.00' 54.00' 54.00'50' �
60.00/
Nampa, Idaho
443.00' N 8900046" E 775.21
N961125
OVERALL DISTANCE FROM 5/8" IP TO
UNPLATTED 5/g" IP ON OF MONTANA AVENUE PLAT BOOK_ PAGE _ __ ABET 2 OP 3
SILVERBOW ESTATES PHASE I
CERTIFICATE OF OWNER
KNOW
ALL MEN BY THESE PRESENTS:
That K &
L Development, L.L.C., an Idaho
Corporation, licensed to do business in
Idaho, does
hereby
certify that it is the owner of
a certain
tract of land as shown on this
plat and described below and it is said
corporation's
intent
to include said tract of land in
this plat
of Silverbow Estates Phase I:
The S 1/2, of the NE 1/4, of the
SW 1/4 of
Section
3, Township 3 North,
Range 3 West, Boise Meridian, Caldwell Canyon County,
Idaho, more particularly described by
metes and
bounds
as follows:
Commencing at the NE corner of the
SW 1/4 of
Section
3, T.3N., R.3W., B.M.,
Canyon County, Idaho, and running S. 00'28'59"E.
663.26 feet along the Easterly Boundary line of
the SW
1/4 of Section 3, T.3N., R,3W., B.M., Canyon County, Idaho to an iron pin,
said Easterly Boundary line also being
the centerline
of Montano Avenue;
thence leaving the Easterly Boundary
line of the
SW 1/4
of said Section 3, S.
89'00'38"W 40.00 feet to the TRUE POINT
OF BEGINNING;
thence
continuing S.89'00'38"W. 747.27 feet to
an iron pin;
thence
5.00'59'22"E. 82.00 feet to an iron pin;
thence
S.20'22'27"E. 29.69 feet to an iron pin;
thence
S.20'22'27"E. 29.68 feet to an iron pin;
thence
S.00'59'22"E. 164.00 feet to an iron pin;
thence
S.00'48'47"W. 28.02 feet to an iron pin;
thence
S.00'48'47"W. 28.01 feet to an iron pin;
thence
S.00'59'22"E. 164.00 feet to an iron pin;
thence
S.10*51'11"W. 28.61 feet to an iron pin;
thence
S.10'51'11"W. 28.61 feet to an iron pin;
thence
S.00'59'22"E. 85.20 feet to an iron pin;
thence
N.89'00'46"E. 775.21 feet to an iron pin
on the said Easterly Boundary
line of the SW 1/4 of said Section 3, said Easterly
Boundary
line of the SW 1/4 of said Section 3
also being the centerline
of Montana Avenue;
thence
along the Easterly Boundary line of the
SW 1/4 of said Section 3
N.00'28'59"W. 663.26 feet to an iron pin;
thence
leaving the Easterly Boundary line of the
SW 1/4 of said Section
3 S.89'00'38"W. 40.00 to the point of beginning;
containing
11.74 acres, more or less.
CERTIFICATE OF SURVEYOR
I, Dennis
A. King, do
hereby certify that I am a Registered
Land Surveyor, licensed by the State of Idaho, and that
this Plat
of Silverbow
Estates Phase I,
as described in the
Certificate of Owner and the attached plat, 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 plats, surveys and the corner perpetuation and filing act,
Idaho Code 55-1601
through 55-1612.
APPROVAL OF CITY ENGINEER
Dennis A. Kin P., S."' License No. 944
Kill6, ) lJ
!S A.
I, Gordon N. Law, City En,)ineer in and for the City of Caldwell, Canyon County, Idaho, do hereby approve this plat
of Silverbow Estates Phase I.
%A
Y-14-91 - I
Date Gordon N. Lav"1201FMI
E ineer
Of 4
APPROVAL OF CITY COUNCIL
The streets, as shown on this plat of Silverbow Estates Phase I, are hereby dedicated to the use of the public, and
the easements indicated on said plat are not dedicated to the public, but the right to use said easements is hereby I, Betty Jo Keller, City Clerk in and for the City of Caldwell, Canyon County, Idaho, Oo hereby certify that at a
reserved for public utilities and for any other uses as designated thereon, and no permanent structures are to be regular meeting of the Caldwell City Council held on the '�L:.� day of _ � 1997, this plat of
erected within the lines of said easements. Silverbow Estates Phase I was duly accepted and approved. _bm
The lots included within this plat of Silverbow Estates Phase I, shall be served through an extension of the City of
Caldwell Municipal Water System. I
Building and occupancy restrictions —See Instrument No _---- _----_--- of Miscellaneous Records, Canyon County, Idaho,
for buil and occupancy restrictions, filed on the ------ d ly of ----_--__--_, 19__, in the office of the Canyon
Count Re order, Caldwell, Idaho.
¢.-
IN TLLaude
HEREOF, We have hereunto set our hands this _--__ day of --_—_--___—_, 1997.
Jo A. — Senior Manager
CERTIFICATE OF ACKNOWLEDGEMENT
STATE OF IDAHO )
) ss
County of Canyon)
On this / I-& day of 41 ______ 1997, before me, the undersigned, a notary public in and for said state
personally appeared John Laude, known to me to be the Senior Manager of K & L Development, L.L.C., the corporation
that executed the foregoing instrument and acknowledged to me that such corporation executed the some,
IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year in this certificate first above written.
N•....�k•Q� gyp•
ti
OOTAkl •o
PUBLIC
O
.��^.,• 'y r"°•..•.••` PO �.•`
'Oar F 0 F Cq"��d•
Notary Public forr, ldcjho
Residing at
My Commission Expires:
CERTIFICATE OF COUNTY TREASURER
I, Tracie Lloyd, County Treasurer in and for the County of Canyon, State of Idaho, in accordance with the
requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent county property
taxes for the property included in this proposed subdivision have been paid in full, This certificate is valid
for the next thirty (30) days only.
Facie Lloyd, County
Rh4us)
A - / rr/
ate
Richard H. Winder, Mayor, City of Caldwell
APPROVAL OF HIGHWAY DISTRICT
_ yt A //
ACCEPTED AND APPROVED this 1J_� day of �ftd--------, 1997, by the Commissioners of Canyon Highway
District No.4.
Chairman
APPROVAL OF CITY PLANNING COMMISSION
ACCEPTED AND APPROVED this __Ll— day of —T , 1990, by the Planning Commission of the City
of Caldwell, Idaho.
Bettie Pilate, 'Chairperson. Caldwell Planning Commission
CERTIFICATE OF COUNTY SURVEYOR
I, Gerald L. Earl, Acting (�ounty Surveyor for Canyon County, Idaho, do hereby certify that I have checked this plat
of Silverbow Estates Phase I and find that it complies with the State of Idaho Code relating to plats and surveys.
Date
BOOK _21-_ PAGE --'L-- SHEET 3 OF 3