Recorded Plat Sheet 1NW CORNER
SECTION 20
CPSF NO. 95018677
NW CORNER 294.00'
SW 1/4 SECTION 20
FOUND 1" SQUARE BAR
CPSF NO. 93IG4721
(3`70 r7 131
PLAT SHOWING PLOT DATE 07/25/95 - 11:00o,
LOS ALAMITOS PARK SUBDIVISION NO. 1
SITUATED IN A PORTION OF THE N 1/2 OF THE SW 1/4
SECTION 20 T3N R1E BM ADA COUNTY IDAHO NOTES
U N P L A T T E D 1996
1 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPDANCE WITH THE APPLICABLE
N 8955'41' E 2684.44' ZONING REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT OR AS SPECIFICALLY APPROVED
n U N P L A T T E D
0
POINT OF
BEGINNING
O
SET 2" A 11" IRON PIPE
W
AND 5//8" STEEL PIN
w/ PLASTIC CAP
N 89'57'31" E 239.15'
Q
L7
L2
100.01'
80.01,
w
m
0
WELL LOT "m
u
�8gn
1 g"
2
s�
�'
5 IS
'LIDD
C8
z
N 8915'11" W 131.10'
36 C37
25.00'
Le 100.10'
;1.001)p
i
LB �16LOCGK 4 4
aZ;
<o
m
o�
N 8915111" W 217.78'
LOT 1 EAS MCNTS
BLOCK 1
.1818
U N P L A T T E D
SW CORNER 3
SECTION 20
CPSF NO. W02906
60
30 0 60 120
ISO,
SCALE IN FEET
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
Ct
330.00
32.48
16.25
32.47
S 14tl518 E
05'38 23
C2
300.00
61.18
30.70
61.07
S 24'33 21 E
11'41 OS
C3
330.00
3.50
1.75
3.50
N W34 1WW
-TO '3 228
C4
330.00
28.98
14.50
28.97
-W-1 4'23 30 W
05'01 55
CS
330.00
77.70
39.03
77.52
5 23'3910 E
13'29 23
CB
30.00
47.12
30.00
42.47
S 441511 E
e0tl000
C7
203.00
28.23
14.14
28.20
S 851307 E
075800
C8
17.G0
17.86
9.85
17.05
N 6W4023 E
501101
C9
53.00
30.87
15.89
70.44
N 55'18 02 E
33'22 20
C70
53.00
78.15
48.13
71.28
S 85'48 OB E
84'29 20
C11
53.00
27.31
13.97
27.01
S 08'47 38 E
29*31 38
C72
17.00
20.47
11.68
1925.
N 28'31 25 W
885911
C13
157.00
57.58
29.12
57.28
S 73'3125 E
21tl051
C14
157.00
14.99
7.50
14.98
S 86'45 55 E
05'2 009
C15
17.00
30.19
2091.
26.38
N 39'37 0o E
101'46 00
C78
92.00
58.02
30.01
57.07
S 29'2006 E
38tle 12
C17
17.00
19.39
10.91
18.38
S 80tl513 E
65'22 03
C78
SS.00
38.89
19.23
38.15
N 87}008 E
395244
C19
53.00
45.83
24.34
44.24
S 481334 E
481953
15' DRAINAGE AND
UTILITY EASEMENT
2 ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF
9'S5'41" E
380.16'
'W.58'
RESUBDIVISION, OR AS ALLOWED BY CONDITIONAL USE.
77,11 101*11'
92.65, 73.20' 2020.28'
3 DEVELOPER SHALL COMPLY WITH IDAHO CODE SECTION 31-3805 RELATING TO IRRIGATION RIGHTS, TRANSFER AND
H
L 0 C K
DISCLOSURE.
N m
1 NE CORNER
SW 1/4SE
4 THIS SUBDIVISION IS SUBJECT TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE (UBC) AS REGULATED BY THE CITY
ut m 1; 12 L, �'
D
OF MERIDIAN. MINIMUM LOT SIZES FOR THE R-4 ZONE APPLY. HOUSE SIZES SHALL BE A MINIMUM OF-•,+W SQUARE FEET
DRIVEWAYS OF 005221:
g m
FrCTI2°NP�PE w/
AND ALL SHALL BE A MINIMUM FIVE (5) FEET FROM THE SIDE PROPERTY LINES. 1500(Akdav
a 11 rn
9 702p,p0"
P836 EANo.
13
5 MAINTENANCE OF ANY DRAINAGE OR IRRIGATION PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT
OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT.
c1 CPSF No. 95018678
54. 63. E C '
1
6 A STRIP OF LAND SHALL BE RESERVED ALONG EACH COMMON INTERIOR PROPERTY LINE WITHIN THIS SUBDIVISION FOR THE
S 81'35'00" r`
14
PURPOSE OF TRANSPORTATION OF PROPERTY DRAINAGE AND/OR THE INSTALLATION OF A PRESSURE IRRIGATION SYSTEM.
E J
118.66' 1
i 1 Z
SAID STRIP OF LAND SHALL BE A TOTAL OF TN (10) FEET IN WIDTH, BEING FIVE (5) FEET ON BOTH SIDES OF THE
PROPERTY UNES UNLESS OTHERWISE DIMENSIONED.
i
C24 oei 4� m
7 A TEN (10) FOOT WIDE EASEMENT, UNLESS OTHERWISE DIMENSIONED, IS HEREBY RESERVED ADJACENT TO ALL LOT LINES
o
152.46
COMMON TO A PUBLIC RIGHT-OF-WAY AND ADJACENT TO THE SUBDIVISION BOUNDARY. EXCLUDING ANY PORTION THAT IS
WITHIN THE NAMPA MERIDIAN IRRIGATION NINE MILE RIGHT-OF-WAY, UTILITIES,
10p0"
y
E �'
DISTRICT DRAIN FOR PUBLIC DRAINAGE, AND
IRRIGATION FACILITIES. THESE EASEMENTS SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD SURFACE DRIVEWAYS AND
z 'a
N 76 A
WALKWAYS TO EACH LOT.
12245
8 LOT 1-BLOCK 1, LOT 1-BLOCK 4, AND LOT 7-BLOCK 3 ARE COMMON AREA LOTS, TO
•�}
' C18
q
g1
BE OWNED AN MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THESE LOTS ARE NOT DEDICATED TO THE
PUBLIC, BUT ARE RESERVED FOR USE AS STATED WITHIN THE RESTRICTIVE COVENANTS FOR THE SUBDIVISION.
�•'� 6ti
C17
28 1S Z
1A
9 LOT 7-BLOCK 3 IS HEREBY RESERVED AS A DRAINAGE AREA LOT ENCOMPASSED WITH AN ACHD DRAINAGE EASEMENT.
140.20 f
NO STRUCTURES REQUIRING A BUILDING PERMIT WILL BE ALLOWED ON THIS LOT.
9 $ ry
N E 30.00 VI
D 8
ggb854"
0p"
•' N 7W44110.20' m -'
10 DIRECT LOT ACCESS ONTO SOUTH LOCUST GROVE ROAD IS PROHIBITED.
D
Bg 42 f 1j7.37, 2
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11 NO FENCES OR STRUCTURES Md. BE ALLOWED TO ENCROACH UPON NINE MILE DRAIN EASEMENT UNLESS
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AUTHORIZED BY A PROPERLY EXECUTED ENCROACHMENT AGREEMENT BY NAMPA MERIDIAN IRRIGATION DISTRICT.
81'95' S 88'3B'00' E
wD 16 ��
12 BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12" ABOVE THE HIGHEST ESTABLISHED
a
4
1230.00'
SEASONAL GROUND WATER ELEVATION.
11209,
3
A 140•
13 LOT 1-BLOCK 2 SHALL BE RESERVED AS A WELL LOT FOR THE OF LANDSCAPING WILL BE MAINTAINED BY
g
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1pm H76.44'00"
CITY MERIDIAN.
HOMEOWNERS ASSOCIATION. Vdavit 950522131
' S RIVER DOWNS PL SHALL REPLACES & TINK PL
m %
110.20'
d
PER AFFIDAVIT INST# 97000861
e 4 9 4400•
p SI $
D"O g
rn -A
LEGEND
B,i2' E 144.87'
0-1
(Zj1 $ 17
0 FOUND BRASS CAP
�46 W
es.$$• 9 �" 140.20
F�
O FOUND 5/8" STEEL PIN
o
N 76'44'00' E 30' 00'
EP`+EpRA1NN800640
3° °'NO
• SET 5/8" STEEL PIN w/PLASTIC CAP
NNST No 797711 AO
110.20. J
C12 8 1•
+ 1 +
• SET 1/2" STEEL PIN w/PLASTIC CAP
: 5
\S g1g*, ry
J
6 1 45• ml
26'
• WITNESS CORNER -SE 1/2" STEEL PIN
w PLASTIC CAP
3.34' 71 jPo"E 'JS
�
18 m 1
r "
?Bp.
li WITNESS CORNER-1/2' STEEL PIN
w/PLASTIC CAP SET 3.00 FEET ON
55.48 u^ og + 98.75'
PROPERTY LINE
d M10
b
N 8970'00" W
s��g, =ON
120-62 I4I.I9 � C
30.64'
® REFERENCE MONUMENT -SET 5/8" STEEL
' c33
S 89'30'OV 262.01'
DRIVE :
PIN w/PLASTIC CAP
C32 '
a wx
B9'30'00" E A0
31.60' S REFERENCE MONUMENT -SET 1/2" STEEL PIN
6
3:.70
a
80.00' 80.00' 80.00'
' 2.76'
lid' G
a� ` p11 w/PLASTIC CAP SET 3.00 FEET RADIAL
1 c 3
0, 'a-AND AWAY FROM DEDICATED PUBLIC STREETS
3
2
$
3 ; 3 \
$ g
'S0a
f REFERENCE MONUMENT -SET 1/2" STEEL PIN
8 sgs N 3
Y 8
4 S CAP
O
R g ,9, g R g 7%
1'1 w/PLASTIC
o �J. Q' BOUNDARY CORNER/ BOUNDARY WITNESS
't rJ.
BLOCK
3
4n. CORNER -SET 5/8" STEEL PIN w/PLASTIC CAP
68.37' t 80.00' 1 80.00' 1
L. 0
80.00' 1 80.00' 1 80.00' 76.27' 34.80 18 LOT NUMBER
N 8958'11" W
579.44'
-
U N P L A T T E D
LOT LINES
LINE TABLE
BOUNDARY LINES
CURVE TABLE
- - CENTER LINES
WRVS
RADIUS
LENGTH
C36
4.00
12.57
8.G0
S 004449 W
180tl000
C37
4.00
12.57
.00.S00'44
49 W
180'00 DO
UNE
BEARING
DISTANCE
L1
N BD'57 31 E
25.00
L2
N 8957 31 E
20.00
L3
S 891511 E
25.00
14
S 891511 E
22.75
L5
N 89'1511 W
15.18
L6
S 8 E
14.20
L7
5511
S 891511 E
30.00
LS
S 891511 E
30.00
L9
S 822107 E
55.21
L10
S 82'21 07 E
11.37
L11
N 83'55 40 E
67.38
L12
N 26'59 00 E
2000.
L13
N 28'26 22 E
15.09
L14
S 4520 00 W
6.45
L15
S 6815 00 E
22.39
LIS
S 111805 E
25.11
L17
N 59'36 25 E
30.00
LIS
N 04'1151 E
3.00
L O
NN .0.44 49 1
12.22
- - - - - EASEMENT LINES
FARWEST DEVELOPERS, INC
4850 W STATE STREET
BOISE, IDAHO 83709
(208) 338-9708
PR•PA14•D •V
ROYLANCE AND ASSOCIATES PA
Engineers - Surveyors - Landplanners
4619 Emerald Street Suite D-2
Bole., Idaho 83706
(208) 338-7390
LGTN
TANGENT
CHORD
BEARING
DELTA
C20
53.00
48.50
24.88
45.02
N 01'3417 E
501549
C21
53.00
34.27
17.78
53.88
N 4513 38 E
37tl2 47
C22
53.00
51.85
28.21
49.81
5 881324E
58tl314
C23
53.00
42.21
2230
41.10
5 372252 E
45'3751
C24
17.00
12.40
8.48
12.13
S 35'2738 E
41 Y718
025
148.00
25.77
12.92
25.74
S 51K7 55 E
0958 39
C28
148.00
30.05
15.08
30.00
S 40'3334 E
11'38 02
C27
148.00
80.84
30.75
80.22
S 23tl016 E
23'2B 33
C28
17.00
23.21
13.82
21.45
5 50'2300 E
781400
C29
175.00
80.13
40.78
79.44
N 78tl808 W
261411
C30
185.00
85.51
43.53
84.75
S IBIS 70 E
28'29 00
C31
120.00
119.35
85.73
114.49
N 39'45 30 W
56'S9 00
C32
213.00
74.83
37.81
74.45
5 79'28 07 E
20tl7 48
C33
213.00
23.82
11.82
23.81
N 6611 3] W
OB'21 14
C34
150.00
88.89
34.98
68.09
N 78tl808 W
281411
C35
30.00
34.22
19.24
32.40
N SBtl4'08 E
65'21 21